or-04601_PLANS_(Pre_Ad).pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

e (max)

V

ADT (2043)

ADT (2023)

0.060

30 MPH

Project Location guardrail upgrades.

drainage, subgrade improvements, and

Mill and asphalt overlay, MSE walls, FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

C. WARREN

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

OREGON

JOSEPHINE COUNTY

OREGON CAVES NATIONAL MONUMENT AND PRESERVE

PLANS FOR PROPOSED PROJECT

OR FLAP DOT 46(1)

(OR 46) RESTORATION

OREGON CAVES HIGHWAY

LENGTH 3.65 MILES

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

P A

C F

I C

I O

E C

A N

C

OLUMBIA R

IV

ER

S N

A K

E R I V

E R

Lake

Malheur Lake

Harney

Lake

Summer

D E S

C H

U T

E S

R I

V E

R

Lake

Klamath

Upper

Abert

Lake

LAKE N.P.

CRATER

REFUGE

WILDLIFE

NATIONAL

MALHEUR

RANGE

ANTELOPE

NATIONAL

HART MT.

20 20

395197

Ashland

Roseburg

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

Falls

Klamath

Bend

North

City

Baker

Dalles

The

WASHINGTON

I D

A H

O

NEVADACALIFORNIA

OREGON KEY MAP

Grants Pass

MEDFORD

N

APPROVED:

Western Federal Lands Highway Division

Director, Project Delivery, DATE

See Sheet A.3

PROJECT LIMITS

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

SCALE IN MILES

0 1 2 31

Bridgeview Holland

Junction

Cave

Kerby

NATIONAL MONUMENT

OREGON CAVES

Peak

Holcomb Holt on Cre ek

Elijah

Mount

C h a p m a n

C re e k

E a s t

F o r k

B e a r

Cr ee k

C r e e k

K e lly

C r e e k

T yc er

Gulch

Democrat

Yeoger

C reek

Mule C rk

Gulch

Tarter

Mountain

Horse

Campground

Grayback

Cave

Creek

Lake

C re e k

Gr ay ba ck

Creek

L o s t

C an yon

W h it e

R o c k

C r e e k

La k e

C re e k

L it tl e

Gr ay ab ack

Bea rWallowC rk

C re e k

N e ls o n

C re e k

:5

P

M

J u ly

T

IT

L E

S H

E E

T c p w w o r k \d

\o r g e n .d g n

STATE PROJECT

NUMBER

SHEET

OR FLAP DOT 46(1) A.1

PRELIMINARY - N

OT FOR CONSTRUCTION

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

W

RIP

DI

G W G WV

E

N 1EL. 1234.56

CP GPS

SEC.

36 31

N

T T

SEC.

BH TP

36 31

NO SCALE

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

NOTE:

1.

on the appropriate plan sheet.

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

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

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

rt. or RT reqd.

reinf.

recon.

rdwy.

R/W R.

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

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph V vertical point of intersection vehicles per hour design speed (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

S 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

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot 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

OHWM

OG

OD

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

NC

N normal crown north

DI

A A

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

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,

- no symbol -

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1W

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND

:0

J u ly

D e t W

-1 p w

-w o rk \d

\W

-1

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

OR FLAP DOT 46(1) A.2

N

Staging area

Cave

C reek

L a k e

Spring Willow

Yeager Creek

SCALE IN MILES

1 10

BEGIN PROJECT

10+00.00

END PROJECT

202+51

Campground Cave Creek

~ 10 miles

To Holland

To Cave Junction

~ 14 m iles

Tree

Big

NF 4614

NF 4613

NF 953

Camp

Pepper

MONUMENT

NATIONAL

OREGON CAVES

R

W

R

W

T 40 S

T 40 S

F O R E S T

N A T I O N A L

S I S K I Y O U

Oregon Caves

Highway

C re e k

Visitor Center Oregon Caves

Parking Lot Visitor Center

Cave Cree k

SUSPEND PROJECT

136+35

RESUME PROJECT

137+52

Scale in miles

:5

J u ly

V

IC

IN

IT

Y M

A p w w o r k \d

\o r g e n .d g n

VICINITY MAP

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) A.3

PRELIMINARY - NOT FOR CONSTRUCTION

Match existing Match existing

Existing pavement

8" existing aggregate base

[1]

Tack coat

Asphalt pavement milling, 3 1/2-inch depth

[2]

3 1/2-inch compacted depth nominal maximum size aggregate, 0.3 to <3 million ESAL Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch

CONNECTION EDGE DETAIL

PAVEMENT CONNECTION

3 1/2-inch compacted depth nominal maximum size aggregate, 0.3 to <3 million ESAL Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch pavement Existing

Existing ground shoulder finishing Roadway aggregate, Varies 1'-2'

2% (typ.) 2% (typ.)

8-inch compacted depth Roadway aggregate, method 2

Tack coat [2]

3 1/2-inch compacted depth nominal maximum size aggregate, 0.3 to <3 million ESAL Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch

Existing ground

Varies

Shoulder varies 0'-2'

Shoulder varies 0'-2'

2' Shoulder 2' Shoulder shoulder finishing Roadway aggregate, Profile grade

1:

1:2 1:

Varies

See Section G for details.

MSE wall

Rolled erosion control product

Sawcut and seal

See connection edge detail edge Remove milled

Varies 1'-2'

LC

LC

MILL AND ASPHALT OVERLAY TYPICAL SECTION

191+40 to 202+51

188+05 to 189+15

137+52 to 186+36

82+94 to 136+35

69+83 to 82+17

56+80 to 67+83

10+00 to 56+20

NOTE:

See G-sheets for wall typical section and station limits.2.

Existing superelevated and widened sections are not shown. 1.

Place pavement in 2 lifts. First lift 2-inches, second lift 1 1/2-inches.

[2]

Apply tack coat on existing aggregate base and between pavement lifts.

[1]

FOOTNOTES:

Traveled Way Traveled Way

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

C o n s tr u c ti o n

L im it s

202+51

137+52

136+35

10+00

NO SCALE

RECONSTRUCTION TYPICAL SECTION

189+15 to 191+40

186+36 to 188+05

Traveled Way Traveled Way

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

C le a ri n g

L im it s

C le a ri n g

L im it s

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

C o n s tr u c ti o n

L im it s

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

3 1/2-inch depth Asphalt pavement milling, 10'10'

10'10' 5' Varies

5' as shown Nominal depth

5' 5'

:2

J u ly

T Y

P

IC

A L

S E

C T

IO

N

S p w w o r k \d

\o r p ln ty p .d g n

TYPICAL SECTIONS 1

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) C.1

:1

1:3

Select borrow

:1

S u b e x c a v a ti o n

Existing ground geotextile, class 1, type D (woven) Separation-stabilization

SUBEXCAVATION AND BACKFILL TYPICAL SECTION

at 12" vertical spacing (typ.)

Geogrid, stabilization

82+17 to 82+94

67+83 to 69+83

56+20 to 56+80

2 %

2% slope

8" compacted depth Roadway Aggregate, Method 2

3-1/2" compacted depth nominal maximum size aggregate, 0.3 to <3 million ESAL Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch

1:2

S u b e x c a v a ti o n

67+83 to 69+55

See H-sheets for guardrail details

Select borrow at 12" vertical spacing (typ.)

Geogrid, stabilization

2% slope geotextile, class 1, type D (woven) Separation-stabilization

1' min.

Asphalt pavement milling, 3 1/2-inch depth

Rolled erosion control product

LC

Traveled Way

C o n s tr u c ti o n

L im it s

NO SCALE

Match existing

C o n s tr u c ti o n

L im it s

12'-14'

10'

5'

5'

3' (typ.)

:3

J u ly

T Y

P

IC

A L

S E

C T

IO

N

S p w w o r k \d

\o r p ln ty p .d g n

TYPICAL SECTIONS 2

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) C.2

GPS

CAVE1

GPS

CAVE2

Y T I L I T U

D E I R U B

G N I N R A W

CP

21170

CP

21169

CP

21168

CP

21167

N

C P

C P

C P

C P

C P

C P

C P

C P

YT

IL

ITU

D E

IRUB

GN

INRAW

C P

N

BEGIN PROJECT Line to be constructed

Line to be constructed overlay section

Begin mill and asphalt

10+00 Cleaning culvert in place

17+34

Cleaning culvert in place

18+96 in place

Cleaning culvert

21+92

Cleaning culvert in place

42+12

Cleaning culvert in place

41+04

Cleaning culvert in place

31+51

Cleaning culvert in place

27+61

4, RT

class A steel posts

Guardrail system MGS, type 2, 32+60 to 35+2

MGS tangent

Terminal section, type

32+35 to 32+60, RT

Terminal section, type MGS tangent

37+74 to 37+99, RT

(protect in place)

Existing utilities

(protect in place)

Existing utilities

(protect in place)

Existing utilities

M.P.

, RT

Removal of guardrail

32+37 to 35+25

4, RT

class A steel posts (8' posts)

Guardrail system MGS, type 2, 35+24 to 37+7

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

(typ.)

(protect in place)

Existing signs

(typ.)

(protect in place)

Existing signs

10+00

NO SCALE

Campground

Cave Creek

Entrance to

El= match existing

E= 4124479.475

N= 178114.653

Highway)

(Old Oregon Caves

NO WORK ZONE

Email address: wesley.janes@pacificorp.com

Phone number: (541) 955-7908

Company name: Pacific Power

Contact name: Wes Janes

POWER

UTILITY CONTACT

:5

J u ly

P la n a n d P la n t o p w w o r k

\d

\o r p ln p p

.d g n

10+00 TO 43+00

PLAN AND PLAN

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) D.3

C

C P

C P

T C P

C P

C P

N

CP

CP

CP

Y T I L I

U

D

I

R

B

G N I

N R A

W

CP

CP

CP

N

Line to be constructed

Line to be constructed

Subexcavation and backfill section

56+20 to 56+80

Subexcavation and backfill section

67+83 to 69+83

Cleaning culvert in place

42+12

Cleaning culvert in place

49+31

Cleaning culvert in place

70+13

Cleaning culvert in place

59+88

8, RT

Guardrail system MGS, type 2, class A steel posts (8' posts)

50+61 to 54+4

0, RT

Guardrail system MGS, type 2, class A steel posts (8' posts)

65+41 to 69+3

MGS tangent

Terminal section, type

50+36 to 50+61, RT

MGS tangent

Terminal section, type

54+48 to 54+73, RT

Terminal section, type MGS tangent

65+16 to 65+41, RT

MGS tangent

Terminal section, type

69+30 to 69+55, RT

(protect in place)

Existing utilities

(protect in place)

Existing utilities

, RT

Removal of guardrail

66+77 to 68+43

, RT

Removal of guardrail

50+84 to 54+22

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

(typ.)

(protect in place)

Existing signs

(typ.)

(protect in place)

Existing signs

NO SCALE

:5

J u ly

P la n a n d P la n t o p w w o r k

\d

\o r p ln p p

.d g n

43+00 TO 74+00

PLAN AND PLAN

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) D.4

CP

CP

CP

CP

T

CP

CP

CP

N

CP

Y T I L I

I

R

I

N R A

W

CP

CP

CP

CP

CP

CP

CP

N

Line to be constructed

Line to be constructed

Subexcavation and backfill section

82+17 to 82+94

Cleaning culvert in place

76+58

Cleaning culvert in place

84+99

See Section H for details.

Guardrail system MGS, type 2, class A steel posts

97+56 to 97+89, LT

Terminal section, type MGS tangent

97+31 to 97+56, LT

Terminal section, type MGS tanget

97+89 to 98+14, LT

(protect in place)

Existing utilities

(protect in place)

Existing utilities

M.P.

Removal of guardrail

97+56 to 98+14, LT

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

(typ.)

(protect in place)

Existing signs

(typ.)

(protect in place)

Existing signs

NO SCALE

:5

J u ly

P la n a n d

P la n t o p w w o r k

\d

\o r p ln p p

.d g n

74+00 TO 108+00

PLAN AND PLAN

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) D.5

C P

C P

Y T

IL

IT

U D

E

IR

U B G

N

IN

R

AW

C P

C P

C P

N

110 11

C P

C P

T +T+

T P

D I

C P

C P

T D I

C P

JBC

P

N

Line to be constructed

Line to be constructed

(protect in place)

Existing bridge

Cleaning culvert in place

128+45, LT

Cleaning culvert in place

128+94

Cleaning culvert in place

129+37

3, LT

See Section H for details.

Guardrail system MGS, type 2, class A steel posts

111+09 to 112+0 asphalt overlay section

Resume mill and

137+52 asphalt overlay section

Suspend mill and

136+35 type MGS tangent

Terminal section, 110+84 to 111+09, LT

(protect in place)

Existing utilities

(protect in place)

Existing utilities

(protect in place)

Existing utilities

M.P.

Terminal section, type MGS tangent

112+03 to 112+28, LT, LT

Removal of guardrail

110+87 to 111+77

Cleaning culvert in place

129+20

Cleaning culvert in place

125+87 in place

Cleaning culvert

135+30, LT

Cleaning culvert in place

129+00, LT

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

(typ.)

(protect in place)

Existing signs

(typ.)

(protect in place)

Existing signs

(protect in place)

Existing wall reset sign Remove and

111+08, LT

NO SCALE

:5

J u ly

P la n a n d

P la n t o p w w o r k

\d

\o r p ln p p

.d g n

108+00 TO 140+00

PLAN AND PLAN

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) D.6

CP

21122

CP

21121

CP

21120

CP

21119

CP

21118

CP

21117

CP

21116

N

CP

21116

CP

21115

CP

21114

CP

21113 T

CP

21112

CP

21111

CP

21110

CP

21109

N

Line to be constructed

Line to be constructed

Cleaning culvert in place

142+58

Cleaning culvert in place

146+46

Cleaning culvert in place

153+75

Cleaning culvert in place

159+62

Cleaning culvert in place

164+64

Cleaning culvert in place

169+23

+27, RT

Guardrail system MGS, type 2, class A steel posts (8' posts)

168+55 to 170

MGS tangent

Terminal section, type

168+30 to 168+55, RT

MGS tangent

Terminal section, type

171+22 to 171+47, RT

(protect in place)

Existing utilities

, RT

Removal of guardrail

169+03 to 171+91

2, RT

class A steel posts

Guardrail system MGS, type 2, 170+27 to 171+2

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

(typ.)

(protect in place)

Existing signs

(typ.)

(protect in place)

Existing signs

0 1

NO SCALE

:5

J u ly

P la n a n d

P la n t o p w w o r k

\d

\o r p ln p p

.d g n

140+00 TO 173+00

PLAN AND PLAN

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) D.7

T P

C P

C P

T P

C P

C P

C P

YT

IL

ITU

D E

IR

UB

G N

INRAW

N

C P

YT

IL

ITU

D E

IR

UB

G N

INRAW

C P

C P

T

C P

T P

A B

A N

D

G P S

C A

V E

N

Line to be constructed

Line to be constructed

END PROJECT

overlay section

End mill and asphalt

202+51

(30')

18-inch pipe culvert

186+41

Cleaning culvert in place

182+72

Cleaning culvert in place

201+18

Cleaning culvert in place

196+37 pipe culvert

Removal of

189+23

See Section G for details.

Mechanically stabilized earth wall, welded wire face

186+47.11 to 187+95.45

See Section G for details.

welded wire face

Mechanically stabilized earth wall, 189+61.24 to 191+06.14 obstructions (soldier pile wall)

Removal of structures and obstructions (soldier pile wall)

Removal of structures and

(protect in place)

Existing utilities

(protect in place)

Existing utilities

(protect in place)

Existing utilities

(protect in place)

Existing utilities

M.P.

pipe culvert

Removal of

187+04

(30')

18-inch pipe culvert

189+23 profile sheet

See D.10 for plan and profile sheet

See D.9 for plan and

(protect in place)

Existing utilities

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

Centerline, double, 4-inch (typ.)

Pavement markings, type C, solid (yellow)

Edge line, single, 4-inch (typ.)

Pavement markings, type C, solid (white)

Reconstruction section

186+36 to 188+05

Reconstruction section

189+15 to 191+40

(typ.)

(protect in place)

Existing signs

(typ.)

(protect in place)

Existing signs

(protect in place)

Existing wall

0 1

NO SCALE

202+51.88

El= match existing

E: 4131169.176

N: 171483.526

:5

J u ly

P la n a n d

P la n t o p w w o r k

\d

\o r p ln p p

.d g n

173+00 TO 202+51

PLAN AND PLAN

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) D.8

YTILITU

DEIRUB

GNINRAW

N

Line to be constructed (CAVES)

Slope stake limits

Proposed edge of pavement pavement

Proposed edge of

Existing edge of pavement plan and profile

See Sheet G.4 for wall

Slope stake limits

Profile grade (CAVES)

Existing ground Bottom of drainage ditch, LT

RECON.

SUSPEND

RECON.

BEGIN

Removal of pipe culvert

187+04

(30')

18-inch pipe culvert

186+41

18-inch pipe culvert

186+41

S14°5 3'36"

E

S03°04'28"W e = 0.08

'78.40L =

'39.52T =

'250.00R =

(RT)17°58'04"Δ =

187+29.70PI

.3

.1

.5

186+50 187+00 187+50 188+00

3,820 3,820

3,830 3,830

3,840 3,840

3,850 3,850

3,860 3,860

3,870 3,870

3,880 3,880

3,890 3,890

3,900 3,900

186+50 187+00 187+50 188+00

3,820 3,820

3,830 3,830

3,840 3,840

3,850 3,850

3,860 3,860

3,870 3,870

3,880 3,880

3,890 3,890

3,900 3,900

+6.257%

+6.257%

188+05

El= 3866.24 E= 4130457.230 N= 172631.492

186+36

El= 3,855.66 E= 4130437.143 N= 172797.888

:4

J u ly

P la n a n d P ro fi le t o p w

-w o rk

\d \o r-p ln p p .d g n

186+36 TO 188+05

PLAN AND PROFILE

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) D.9

91M

N

Line to be constructed (CAVES)

Slope stake limits

Proposed edge of pavement

Proposed edge of pavement

Existing edge of pavement

Slope stake limits plan and profile

See Sheet G.5 for wall

Profile grade (CAVES)

Existing ground

Bottom of drainage ditch, LT

RECON.

END

RECON.

RESUME

18-inch pipe culvert

189+23

Removal of pipe culvert

189+23

18-inch pipe culvert

189+23

S04°03'17"E S00°12'44"E e = 0.08

'100.60L =

'50.32T =

'1,500.00R =

(RT)03°50'33"Δ =

190+13.10PI

T 1

.8

.7

C 1

191+50

3,840

3,850

3,860

3,870

3,880

3,890

3,900

3,910

3,850

3,860

3,870

3,880

3,890

3,900

3,910

3,840

3,850

3,860

3,870

3,880

3,890

3,900

3,910

3,850

3,860

3,870

3,880

3,890

3,900

3,910

189+00

+5.981%

+5.981%

189+00 189+50 190+00 190+50 191+00 191+50

3,840

3,850

3,860

3,870

3,880

3,890

3,900

3,910

3,850

3,860

3,870

3,880

3,890

3,900

3,910

3,840

3,850

3,860

3,870

3,880

3,890

3,900

3,910

3,850

3,860

3,870

3,880

3,890

3,900

3,910

191+40

El= 3886.40 E= 4130467.055 N= 172296.793189+15

El= 3,872.94 E= 4130459.440 N= 172521.580

:4

J u ly

P la n a n d P ro fi le t o p w

-w o rk

\d \o r-p ln p p .d g n

189+15 TO 191+40

PLAN AND PROFILE

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) D.10

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

21101 171614.910 4130931.952 3937.857 42°05'59.392786"N 123°24'44.959246"W 3859.5376 0.999882471 5/8" IR W/FHWA ALUM CAP 1.

21102 171980.785 4130755.313 3912.720 42°06'02.944056"N 123°24'47.469531"W 3834.364 0.999883357 5/8" IR W/FHWA ALUM CAP

21103 172215.366 4130476.942 3892.477 42°06'05.164207"N 123°24'51.267897"W 3814.0922 0.999884128 5/8" IR W/FHWA ALUM CAP

21104 172714.435 4130445.771 3859.071 42°06'10.080340"N 123°24'51.911429"W 3780.6663 0.999885287 5/8" IR W/FHWA ALUM CAP

21105 172903.667 4130418.594 3850.379 42°06'11.939112"N 123°24'52.359038"W 3771.9656 0.999885538 5/8" IR W/FHWA ALUM CAP

21106 173103.264 4130492.000 3838.250 42°06'13.934777"N 123°24'51.478035"W 3759.835 0.99988594 MAG NAIL & WASHER

21107 173339.416 4130373.268 3822.664 42°06'16.225279"N 123°24'53.161037"W 3744.2319 0.999886482 5/8" IR W/FHWA ALUM CAP

21108 173590.674 4130312.691 3807.606 42°06'18.684893"N 123°24'54.080085"W 3729.1604 0.999886983 MAG NAIL & WASHER

21109 173956.144 4129963.267 3777.417 42°06'22.172695"N 123°24'58.881193"W 3698.9323 0.999888118 5/8" IR W/FHWA ALUM CAP

21110 174181.217 4129933.376 3769.338 42°06'24.384351"N 123°24'59.381418"W 3690.843 0.999888308 5/8" IR W/FHWA ALUM CAP

21111 174216.825 4130255.973 3751.824 42°06'24.846804"N 123°24'55.121073"W 3673.352 0.999889103 5/8" IR W/FHWA ALUM CAP

21112 174255.978 4130433.186 3744.191 42°06'25.294243"N 123°24'52.789764"W 3665.7309 0.999889428 5/8" IR W/FHWA ALUM CAP

21113 174187.579 4130548.513 3737.584 42°06'24.658640"N 123°24'51.229258"W 3659.135 0.999889799 MAG NAIL & WASHER

21114 174310.049 4130844.693 3719.520 42°06'25.969442"N 123°24'47.359186"W 3641.0888 0.999890545 5/8" IR W/FHWA ALUM CAP

21115 174248.815 4131147.915 3699.706 42°06'25.469082"N 123°24'43.310989"W 3621.2996 0.999891536 MAG NAIL & WASHER

21116 174228.964 4131368.137 3687.673 42°06'25.348726"N 123°24'40.382256"W 3609.2837 0.999892121 5/8" IR W/FHWA ALUM CAP

21117 174063.423 4131520.605 3678.387 42°06'23.766829"N 123°24'38.284615"W 3600.0148 0.999892704 MAG NAIL & WASHER

21118 174107.312 4131792.980 3671.136 42°06'24.293579"N 123°24'34.693866"W 3592.7825 0.999893003 5/8" IR W/FHWA ALUM CAP

21119 173966.160 4132121.495 3650.927 42°06'23.012810"N 123°24'30.273601"W 3572.6027 0.999894081 MAG NAIL & WASHER

21120 174054.203 4132387.479 3633.003 42°06'23.973191"N 123°24'26.787903"W 3554.6953 0.999894851 5/8" IR W/FHWA ALUM CAP

21121 174034.925 4132565.922 3623.859 42°06'23.844052"N 123°24'24.413342"W 3545.5651 0.999895299 MAG NAIL & WASHER

21122 174156.418 4132677.808 3614.097 42°06'25.081794"N 123°24'22.985946"W 3535.807 0.999895656 5/8" IR W/FHWA ALUM CAP

21123 174309.885 4133058.243 3590.699 42°06'26.727198"N 123°24'18.012948"W 3512.4314 0.999896627 MAG NAIL & WASHER

21124 174464.879 4133061.138 3586.553 42°06'28.258308"N 123°24'18.045874"W 3508.2802 0.99989669 MAG NAIL & WASHER

21125 174547.320 4132838.322 3575.115 42°06'28.995833"N 123°24'21.037827"W 3496.823 0.999897172 5/8" IR W/FHWA ALUM CAP

21126 174543.386 4132558.866 3562.775 42°06'28.861216"N 123°24'24.740954"W 3484.4627 0.999897774 5/8" IR W/FHWA ALUM CAP

21127 174805.673 4132457.357 3546.297 42°06'31.415743"N 123°24'26.207489"W 3467.968 0.999898336 5/8" IR W/FHWA ALUM CAP

21128 174910.889 4132179.463 3526.944 42°06'32.359155"N 123°24'29.940218"W 3448.5909 0.999899179 5/8" IR W/FHWA ALUM CAP

21129 175197.273 4131830.281 3500.680 42°06'35.066583"N 123°24'34.701591"W 3422.291 0.999900196 5/8" IR W/FHWA ALUM CAP

21130 175596.533 4131585.930 3473.703 42°06'38.924261"N 123°24'38.125243"W 3395.2819 0.999901146 5/8" IR W/FHWA ALUM CAP

21131 175926.911 4131728.975 3453.798 42°06'42.234881"N 123°24'36.380984"W 3375.3759 0.999901805 5/8" IR W/FHWA ALUM CAP

21132 176008.038 4131596.817 3448.264 42°06'42.990417"N 123°24'38.170591"W 3369.8292 0.999902003 5/8" IR W/FHWA ALUM CAP

21133 175892.749 4131444.661 3438.384 42°06'41.800042"N 123°24'40.134793"W 3359.942 0.999902581 5/8" IR W/FHWA ALUM CAP

21134 175869.447 4131165.800 3420.778 42°06'41.474252"N 123°24'43.821298"W 3342.316 0.999903452 MAG NAIL & WASHER

21135 175869.178 4130774.984 3399.940 42°06'41.337349"N 123°24'49.002760"W 3321.4487 0.999904461 5/8" IR W/FHWA ALUM CAP

21136 175936.992 4130693.331 3397.383 42°06'41.978757"N 123°24'50.116642"W 3318.8831 0.999904527 5/8" IR W/FHWA ALUM CAP

21137 176210.793 4130771.790 3385.822 42°06'44.708705"N 123°24'49.202748"W 3307.3184 0.999904839 5/8" IR W/FHWA ALUM CAP

21138 176269.907 4130658.103 3378.913 42°06'45.253218"N 123°24'50.737358"W 3300.3987 0.999905121 5/8" IR W/FHWA ALUM CAP

21139 176057.398 4130356.092 3359.986 42°06'43.051506"N 123°24'54.643483"W 3281.4562 0.999906221 5/8" IR W/FHWA ALUM CAP

21140 176172.727 4130124.247 3345.351 42°06'44.110328"N 123°24'57.770653"W 3266.7994 0.999906828 MAG NAIL & WASHER

PROJECT : Oregon Caves Highway

DATE OF FIELD WORK : 6/2021

DATE OF FINAL ADJUSTMENT : 6/2021

PROJECT UNITS : International foot COORDINATE SYSTEM : Oregon South SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

c:

\p w -w or k\ d0 or

-0

_S ur ve y C on tr ol

.x ls x] S he et

-J ul

-2

:1

W

FL

H D

S ur ve y

W

FL

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.11

SHEET

NUMBER

FLAP DOT 46(1)OR

SURVEY CONTROL

Sheet 1 of 2

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

21141 176117.526 4129897.620 3335.378 42°06'43.487436"N 123°25'00.749890"W 3256.811 0.99990736 5/8" IR W/FHWA ALUM CAP 1.

21142 176234.319 4129727.698 3324.656 42°06'44.581970"N 123°25'03.056763"W 3246.0717 0.999907777 5/8" IR W/FHWA ALUM CAP

21143 176391.829 4129654.412 3315.414 42°06'46.111705"N 123°25'04.101217"W 3236.8183 0.999908084 5/8" IR W/FHWA ALUM CAP

21144 176376.114 4129235.400 3293.925 42°06'45.812351"N 123°25'09.649472"W 3215.2972 0.999909139 5/8" IR W/FHWA ALUM CAP

21145 176460.559 4128902.661 3274.145 42°06'46.531422"N 123°25'14.100185"W 3195.4823 0.999910023 5/8" IR W/FHWA ALUM CAP

21146 176545.286 4128810.100 3266.258 42°06'47.335971"N 123°25'15.366614"W 3187.5846 0.999910329 MAG NAIL & WASHER

21147 176542.837 4128624.232 3256.781 42°06'47.247763"N 123°25'17.829846"W 3178.0931 0.999910791 5/8" IR W/FHWA ALUM CAP

21148 176835.291 4128500.646 3240.683 42°06'50.092303"N 123°25'19.603782"W 3161.974 0.99991131 MAG NAIL & WASHER

21149 176675.172 4128182.929 3218.566 42°06'48.402094"N 123°25'23.742204"W 3139.8378 0.999912517 MAG NAIL & WASHER

21150 176699.154 4127816.563 3198.216 42°06'48.512519"N 123°25'28.610860"W 3119.4578 0.999913481 5/8" IR W/FHWA ALUM CAP

21151 176870.584 4127682.452 3187.053 42°06'50.158627"N 123°25'30.468423"W 3108.2768 0.999913871 MAG NAIL & WASHER

21152 176958.703 4127356.336 3167.177 42°06'50.916024"N 123°25'34.833178"W 3088.371 0.999914755 5/8" IR W/FHWA ALUM CAP

21153 177249.796 4127055.214 3141.734 42°06'53.685770"N 123°25'38.960683"W 3062.8916 0.999915729 5/8" IR W/FHWA ALUM CAP

21154 177435.017 4126934.719 3129.938 42°06'55.472677"N 123°25'40.644224"W 3051.0782 0.999916136 5/8" IR W/FHWA ALUM CAP

21155 177756.877 4126967.861 3112.643 42°06'58.661533"N 123°25'40.354048"W 3033.7723 0.999916683 5/8" IR W/FHWA ALUM CAP

21156 177818.440 4126705.219 3097.020 42°06'59.178587"N 123°25'43.865059"W 3018.1257 0.999917385 5/8" IR W/FHWA ALUM CAP

21157 177946.340 4126555.849 3084.380 42°07'00.389624"N 123°25'45.904950"W 3005.4684 0.999917884 5/8" IR W/FHWA ALUM CAP

21158 178200.651 4126397.944 3066.338 42°07'02.845635"N 123°25'48.116699"W 2987.4031 0.999918531 MAG NAIL & WASHER

21159 178259.125 4126203.727 3053.566 42°07'03.355777"N 123°25'50.719072"W 2974.6132 0.999919098 MAG NAIL & WASHER

21160 178268.464 4126029.353 3043.689 42°07'03.387699"N 123°25'53.035533"W 2964.7219 0.999919568 5/8" IR W/FHWA ALUM CAP

21161 178452.995 4125879.026 3030.115 42°07'05.157422"N 123°25'55.114502"W 2951.1283 0.999920062 5/8" IR W/FHWA ALUM CAP

21162 178675.074 4125877.785 3018.518 42°07'07.349361"N 123°25'55.234093"W 2939.5219 0.999920424 5/8" IR W/FHWA ALUM CAP

21163 178759.460 4126054.372 3011.572 42°07'08.243472"N 123°25'52.931765"W 2932.5864 0.999920677 MAG NAIL & WASHER

21164 178954.535 4125972.457 2999.003 42°07'10.140939"N 123°25'54.108533"W 2920.0027 0.999921112 MAG NAIL & WASHER

21165 179200.190 4125892.812 2985.987 42°07'12.538515"N 123°25'55.278711"W 2906.9702 0.999921525 5/8" IR W/FHWA ALUM CAP

21166 179173.792 4125770.623 2976.742 42°07'12.235662"N 123°25'56.886689"W 2897.7167 0.999921994 5/8" IR W/FHWA ALUM CAP

21167 178891.660 4125632.821 2966.953 42°07'09.402791"N 123°25'58.582884"W 2887.9286 0.99992271 5/8" IR W/FHWA ALUM CAP

21168 178824.261 4125494.765 2957.624 42°07'08.689673"N 123°26'00.382179"W 2878.5915 0.999923219 5/8" IR W/FHWA ALUM CAP

21169 178875.384 4125135.378 2937.534 42°07'09.070009"N 123°26'05.171368"W 2858.4712 0.999924147 MAG NAIL & WASHER

21170 178752.611 4125001.433 2930.467 42°07'07.811632"N 123°26'06.890383"W 2851.3988 0.999924595 5/8" IR W/FHWA ALUM CAP

CAVE1 178664.406 4124682.040 2910.924 42°07'06.830295"N 123°26'11.084448"W 2831.8345 0.999925617 MAG NAIL & WASHER

CAVE2 178656.864 4124742.874 2915.020 42°07'06.776905"N 123°26'10.274296"W 2835.9356 0.999925425 MAG NAIL & WASHER

CAVE4 171450.819 4131216.828 3956.892 42°05'57.870692"N 123°24'41.107308"W 3878.5989 0.999881696 MAG NAIL & WASHER

CAVE5 171523.829 4131614.357 3979.511 42°05'58.727903"N 123°24'35.871375"W 3901.2445 0.999880538 5/8" IR W/FHWA ALUM CAP

PROJECT : Oregon Caves Highway

DATE OF FIELD WORK : 6/2021

DATE OF FINAL ADJUSTMENT : 6/2021

PROJECT UNITS : International foot COORDINATE SYSTEM : Oregon South SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

c:

\p w -w or k\ d0 or

-0

_S ur ve y C on tr ol

.x ls x] S he et

2)

-J ul

-2

:1

W

FL

H D

S ur ve y

W

FL

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.12

SHEET

NUMBER

FLAP DOT 46(1)OR

SURVEY CONTROL

Sheet 2 of 2

Y T I L I T U

D E I R U B

G N I N R A W

N

1M P

YT

IL

ITU

D E

IRUB

GN

INRAW

N

BEGIN PROJECT

10+00

Campground

Cave Creek

Entrance to

Highway)

(Old Oregon Caves

NO WORK ZONE

LEGEND:

Fiber roll

Inlet protection Silt fence

Rolled erosion control product

:1

J u ly

E R

O S

IO

N

A N

D S

E D

IM

E

N T

C O

N T

R O

L P

L A

N t o p w w o r k \d

\o r e c p ln p p .d g n

CONTROL PLAN 10+00 TO 43+00

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) E.2

Y T I L I

I

R

I

N R A

W

N

LEGEND:

Fiber roll

Inlet protection Silt fence

Rolled erosion control product

:1

J u ly

E R

O S

IO

N

A N

D S

E D

IM

E

N T

C O

N T

R O

L P

L A

N t o p w w o r k \d

\o r e c p ln p p .d g n

CONTROL PLAN 43+00 TO 74+00

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) E.3

MP

T

N

Y T I L I

I

R

I

N R A

W

N

LEGEND:

Fiber roll

Inlet protection Silt fence

Rolled erosion control product

:1

J u ly

E R

O S

IO

N

A N

D S

E D

IM

E

N T

C O

N T

R O

L P

L A

N t o p w w o r k \d

\o r e c p ln p p .d g n

CONTROL PLAN 74+00 TO 108+00

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) E.4

Y

IL

IT

U D

E

IR

U B G

N

IN

R

AW

N

110 11

M P

T T

T P

D I

T D I

JB

N

LEGEND:

Fiber roll

Inlet protection Silt fence

Rolled erosion control product

:1

J u ly

E R

O S

IO

N

A N

D S

E D

IM

E

N T

C O

N T

R O

L P

L A

N t o p w w o r k \d

\o r e c p ln p p .d g n

140+00

CONTROL PLAN 108+00 TO

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) E.5

T

N

0 1

LEGEND:

Fiber roll

Inlet protection Silt fence

Rolled erosion control product

:1

J u ly

E R

O S

IO

N

A N

D S

E D

IM

E

N T

C O

N T

R O

L P

L A

N t o p w w o r k \d

\o r e c p ln p p .d g n

173+00

CONTROL PLAN 140+00 TO

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) E.6

T P

YT

IL

ITU

D E

IR

UB

G N

INRAW

N

YT

IL

ITU

D E

IR

UB

G N

INRAW

1M P

T T P

A B

A N

D

N

END PROJECT

0 1

202+51.88

LEGEND:

Fiber roll

Inlet protection Silt fence

Rolled erosion control product

:1

J u ly

E R

O S

IO

N

A N

D S

E D

IM

E

N T

C O

N T

R O

L P

L A

N t o p w w o r k \d

\o r e c p ln p p .d g n

202+51

CONTROL PLAN 173+00 TO

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) E.7

OR FLAP DOT 46(1) E.8

OR FLAP DOT 46(1) E.9

OR FLAP DOT 46(1) E.10

OR FLAP DOT 46(1) E.11

OR FLAP DOT 46(1) E.12

OR FLAP DOT 46(1) F.2

OR FLAP DOT 46(1) F.3

OR FLAP DOT 46(1) F.4

OR FLAP DOT 46(1) F.5

NO SCALE

NOTE:

FOOTNOTE:

Do not step top of wall except in areas approved by CO.

Tilt top facing unit to match top of wall grade in profile view.

Friction angle = 34° for backfill material.

Unit weight of select granular backfill material = 125 pounds/cubic foot.

Design assumptions:

The heights and quantities are subject to field adjustment.

to the temporary excavation slope if greater than the minimum.

Geogrid length "L" shown is minimum. Extend geogrid length [3] drain towards underdrain system.

Slope bottom of excavation at a minimum 2 percent grade to [2] to OSHA regulations.

If stable rock is encountered, steepen temporary cut according[1]

Existing ground

Geogrid form (typ.)

Welded wire

12" Topsoil

Select granular backfill

[2]Extend 6" beyond gabion facing crushed aggregate per 703.06

Leveling course consisting of

LC

[3]

Grid length, "L"

Mainline profile grade

6" for Facing Detail

See Sheet G.2

(min.)

4' Set back

(BLP)

leveling pad

Bottom of

Top of wall (layout line)

W a ll p a y m e n t li m it

See Sheet G.2 for details

Underdrain system

See C sheets for details

Pavement structure

[1]Wall excavation

V a r ie s H e ig h t, H v a r ie s at wall face

Original ground

Toe of wall1:10 control product

Rolled erosion

2.

1.

Varies

WITH WELDED WIRE FORM FACE

MECHANICALLY STABILIZED EARTH WALL

1:18 BATTER SLOPE DETAIL

:1

:3

J u ly

S H

E E

T o f p w w o r k \d

\o r p ln w a ll

.d g n

SHEET 1 of 3

EARTH (MSE) WALL DETAILS

MECHANICALLY-STABILIZED

STATE PROJECT

NUMBER

SHEET

OR FLAP DOT 46(1) G.1

to

NO SCALE

Min. gradient = 2.0%

Granular backfill

Leveling course

(2) 45° Elbows class 2, type A, non-woven

Earthwork geotextile, 12"

Flow

24" m in beneath leveling course. Minimum gradient 0.5%

8" Ø Perforated pipe underdrain system pipe drain every 100 feet (max.)

8" Ø Rigid outlet

2%

2"

Outlet pipe Wire mesh

WELDED WIRE FORM

adjoining wire form for support, 4"

Place edge of wire inside of

8'-0" to 10'-0" ±

18"

4 x 4 W5 x W5

Inset end struts 6"

24" C to C or as needed.

Support struts spaced maximum

Hose clamp

Rodent guard at mid height of panel at face 12" (min.)

Gabion rock

FACING DETAIL - ROCK FILL

Select granular backfill

Select granular backfill grid, 3 per panel (typ.)

on facing and

Tie transverse bars m in

(max.)

3" to 6"

4' Return (min.)

Welded wire form facing geogrid type 2

Reinforcement type A, non-woven filter class 2, Geotextile

UNDERDRAIN SYSTEM

PERFORATED PIPE

RODENT GUARD DETAIL

0.0625 wire diameter and use stainless steel clamps.

Note: Use galvanized steel, welded wire cloth, mesh count 4, is omitted for clarity.

between geogrid reinforcement

Note: Select granular backfill

:2

J u n e

S

H E

E T o p w w o r k \d

\o r p ln w a ll

.d g n

SHEET 2 of 3

EARTH (MSE) WALL DETAILS

MECHANICALLY-STABILIZED

STATE PROJECT

NUMBER

SHEET

OR FLAP DOT 46(1) G.2

(PLAN VIEWS)

GEOGRID BUTT DETAIL

Adjacent geogrids

TANGENT WALL FACE

backside without overlap

Butt adjacent geogrids at

Wall face

CURVE LEFT WALL FACE

Adjacent geogrids

Backside overlap acceptable

Wall face

Reinforcement length L

CURVE RIGHT WALL FACE

Adjacent geogrids

Backside separation acceptable

Reinforcement length L

Wall face wall face without overlap

Butt adjacent geogrids at wall face without overlap

Butt adjacent geogrids at

Reinforcement length (L) wall face without overlap

Butt adjacent geogrids at

Machine direction)

(roll

Machine direction)

(roll

Uniaxial geogrid

Return mat

Connect reinforcement

Underlying mats

Welded wire form manufacturers recommended method.

elements with hog rings, wire ties, spiral binders, or the

Connect adjacent wielded wire reinforcement facing [1]

FOOTNOTE:

4' (min.)

Uniaxial geogrid reinforcement lenght (L)

AND RETURN MAT DETAILS

MSE WALL FACING, CORNER

:2

J u n e

S

H E

E T o p w w o r k \d

\o r p ln w a ll

.d g n

SHEET 3 of 3

EARTH (MSE) WALL DETAILS

MECHANICALLY-STABILIZED

STATE PROJECT

NUMBER

SHEET

OR FLAP DOT 46(1) G.3

1+00 1+50 2+00 2+50

3,820 3,820

3,830 3,830

3,840 3,840

3,850 3,850

3,860 3,860

3,870 3,870

3,880 3,880

3,890 3,890

3,900 3,900

1+00 1+50 2+00 2+50

3,820 3,820

3,830 3,830

3,840 3,840

3,850 3,850

3,860 3,860

3,870 3,870

3,880 3,880

3,890 3,890

3,900 3,900

+6.944%

+6.944%

,8

.1 at face of wall

Existing ground

Profile grade (WALL01)

1.5' high x 8' wide facing unit (typ.)

face of wall

Final grade at P1

P2

P3

P4

P5

P6

P7 P8

P9

P10

C P

YTILITU DEIRUB GNINRAW N

plan and profile

See D-sheets for roadway

Proposed edge of pavement

Slope stake limit

(WALL01)

Line to be constructed

Existing edge of pavement

Slope stake limit

Toe of wall

S17 °45'

56"E

S02°56'31"W

'72.28L =

'36.54T =

'200.00R =

(RT)20°42'27"Δ =

1+61.65PI

.0

P O

.0

P

END WALL01

15.21' RT (CAVES)

187+95.45, 2+36.00 (WALL01) =

El= 3,864.09 E= 4130434.216 N= 172641.461

15.43' RT (CAVES)

186+47.11, 0+92.00 (WALL01) =

El= 3,854.09 E= 4130416.822 N= 172782.838

BEGIN WALL01

NOTES

See Sheet G.6 for profile point data.3.

height "H".

length "L" per layer for each wall See Sheet G.1 for estimated geogrid 2.

face. See typical section on Sheet G.2.

not including the return wrap at the geogrid perpendicular to the wall face, Grid length "L" is the length of the 1.

:3

J u ly

P la n a n d P ro fi le

W A

L L p w

-w o rk

\d \o r-p ln w a ll .d g n

WALL01

PLAN AND PROFILE

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) G.4

+6.076%

+6.076%

,8

.7

5+00 5+50 6+00 6+50

3,840 3,840

3,850 3,850

3,860 3,860

3,870 3,870

3,880 3,880

3,890 3,890

3,900 3,900

3,910 3,910

3,920 3,920 at face of wall

Existing ground

Profile grade (WALL02) facing unit (typ.)

1.5' high x 8' wide face of wall

Final grade atP11

P13 P15

P16

P18

P20

P12 P14

P17

P19

M P

N plan and profile

See D-sheets for

(WALL02)

Line to be constructed

Slope stake limits

Proposed edge of pavementExisting edge of pavement

Slope stake limits

Toe of wall

9 1

S02°38'08"E S02°01'16"W

'56.89L =

'28.46T =

'700.00R =

(RT)04°39'24"Δ =

5+65.01PI

.5

.4

.0

P

.0

P

END WALL02

191+06.16, 17.56' RT (CAVES)

6+44.00 (WALL02) =

El= 3882.49 E= 4130440.904

N= 172330.219(CAVES)

189+61.24, 13.78' RT

5+00.00 (WALL02) =

BEGIN WALL02

El= 3873.75 E= 4130440.702 N= 172474.132

NOTES

See Sheet G.6 for profile point data.3.

height "H".

length "L" per layer for each wall See Sheet G.1 for estimated geogrid 2.

face. See typical section on Sheet G.2.

not including the return wrap at the geogrid perpendicular to the wall face, Grid length "L" is the length of the 1.

:3

J u ly

P la n a n d P ro fi le

W A

L L p w

-w o rk

\d \o r-p ln w a ll .d g n

WALL02

PLAN AND PROFILE

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) G.5

:1

M a y

M

S E

W A

L L

P R

O F

IL

E

P O

IN

T

D A p w w o r k \d

\o r p ln w a ll

.d g n

POINT DATA

MSE WALL PROFILE

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) G.6

Overlying material backfill or overlying material

Crushed coarse aggregate Overlying material backfill or overlying material

Crushed coarse aggregate

C617-32.

minimum depth shown on Details C617-10, C617-11, C617-31, or

PLAN VIEW

Use this standard when posts cannot be embedded to the

5.

4.

3.

2.

1.

PLAN VIEW

Steel PostSteel Post

Wood Post

Wood Post the base metal with two coats of zinc-oxide paint.

Treat field cut galvanized steel post surfaces that expose requirements in Section 617.

Place crushed coarse aggregate according to the post underdrain pipe with geotextile" in Section 703.

"coarse aggregate for concrete" or "granular backfill for

Use crushed coarse aggregate backfill that conforms to oblong hole configuration for Case 1 conditions.

Unless otherwise specified, use either the circular or the

42”

30" to 42”

24" to 42”

> 30”

> 18" to 30”

0 to 18”

42" - A

12”

24”

ELEVATION

DEPTH

EMBEDMENT

Case 1

Case 2

DEPTH (B)

DRILLING

MATERIAL (A)

OVERLYING

TYPE

HOLE

depth (A) is 18" or less.

Case 1: Overlying material

ELEVATION

depth (A) is greater than 18".

Case 2: Overlying material

POST EMBEDMENT DIMENSIONS

NO SCALE

Rock material aggregate backfill Crushed coarse

Rock material aggregate backfill Crushed coarse

Finished grade Finished grade

INSTALLATION IN ROCK

W-BEAM GUARDRAIL

MGS AND G4

C617-13

NOTE:

between drilled holes Excavate area between drilled holes Excavate area fo r M

G S fo r M

G S

23"

23"

21"

21" 8"

12"

21" or 23" 8" or 12" fo r G fo r G

B A

E m b e d m e n t D e p th

B A

E m b e d m e n t D e p th

:5

M a y

C

-1 p w

-w o rk

\d \o r-s a fe ty .d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

4/2020 DETAIL APPROVED FOR USE

08/2021REVISED:

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) H.1

Hinge point line

Back of post

TEST LEVEL

L

PLAN

6.

5.

4.

3.

2.

1.

embankment

Edge of widened post section. See Note 4 face of the rail in the standard

Tangent line projected from the

(FT)

50 (for MGS)

37.5 or 50 (for G4)

3 (> 45 mph)

2 (≤ 45 mph) terminal grading extents where practical.

Construct a 1V:4H slope outside of the guardrail

Install a reflectorized object marker on the end of the terminal.

taper according to manufacturer's recommendations.

end farther away from the edge of the shoulder, or use a Install terminal at a 1:25 taper or flatter, to position the manufacturer's recommendations.

necessary to install the tangent terminal according to the manufacturer for a specific product. Adjust grading as begin at post 3. Verify the length of need with the For design purposes, the length of need is assumed to of site limitations, use the alternative grading layout.

practical within site constraints. If necessary because provided, use the preferred grading layout as much as staking notes or model. If no staking notes or model are Construct the terminal grading layout as shown in the other details.

recommendations. See manufacturer's drawings for Install tangent terminal according to the manufacturer's

NO SCALE

embankment Edge of widened

PLAN

post section. See Note 4 face of the rail in the standard Tangent line projected from the

AND GRADING

TYPE TANGENT TERMINAL

W-BEAM GUARDRAIL

MGS AND G4

C617-20

Front of rail face

NOTE:

PREFERRED GRADING

See Note 6 Guardrail terminal grading

Varies by manufacturer end of terminal not shown.

Terminal posts and

Back of post

Front of rail face

See Note 6 Guardrail terminal grading

Hinge point line

ALTERNATIVE GRADING

Varies by manufacturer end of terminal not shown.

Terminal posts and

(m in

Post section

Standard

L

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent o r fl a tt e r

V

:1

H

See Note 3

Length of Need 12'-6"

(m in o r fl a tt e r

V

:1

H post section

Standard

L

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent

See Note 3

Length of Need

(m in

(m in

12'-6"

(min.)

10'-0"

:5

M a y

C

-2 p w

-w o rk

\d \o r-s a fe ty .d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

04/2020DETAIL APPROVED FOR USE

REVISED:

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) H.2

NO SCALE NO SCALE

C617-32

" x 10" or 14" guardrail bolt8

Note 2

See

" plain round washer4

" dia. (typ.)4

" recess nut8

W beam rail on terminal sections

All posts except those

DETAIL

POST AND BLOCK

(See Note 2)

Block

3" x 4" (min.)

sheeting

Retroreflective

W6 x 9 or W6 x 8.5

" dia.4

Note 2

See

N o te

S e e

TOP symmetry ofCL

FRONTSIDE

BLOCK

GUARDRAIL MOUNT

FLEXIBLE DELINEATOR

SHAPE POST

STRUCTURAL

Note 3

See

5.

4.

3.

2.

1.

and Details C617-13 or C617-37.

and the hinge point. For all other locations, see Section 617 includes 2-feet (min.) between the back of the guardrail post

5.

4.

3.

2.

1.

its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, including

Dimensional tolerances not shown or implied are intended to be

In erodible or uncompacted soils, increase post length to 8'.

approved by the CO.

the edge line. Other types of delineators may be used as recommendations. Match the color of the reflective element with or mechanical means according to the manufacturer's delineator to the web of the steel post using either an adhesive

Install a flexible hinged delineator every fourth post. Fasten throughout the length of guardrail run.

be wood, plastic, or composite material. Use consistent material

Size of block shown elsewhere on the plans. Block may omitted in locations where the typical guardrail cross section

When encountering impenetrable material, one post may be

5.

4.

3.

2.

1.

8" or 12" block

6' Post 6' Post

(one omitted post)

Unsupported span

6' POST, 8" OR 12" BLOCK 6' POST CENTERED ON HINGE, 8" OR 12" BLOCK

See Note 2

8" or 12" block fill slope

Variable steeper than fill slope

Variable slope but not shown on Typical Section

Aggregate base or as terminal sections approach and departure

Widening required for

Subgrade shoulder.

1V:10H or flatter slope

TYPICAL GUARDRAIL ELEVATION OMITTED POST DETAIL

terminal sections approach and departure

Widening required for

Subgrade shoulder.

Hinge point Hinge point

1V:2H or flatter slope shown on Typical Section

Aggregate base or as groundline at face of rail

Edge of pavement or

1V:10H or flatter slope block (typ.)

Post and rail as applicable ground line at face of

Edge of pavement or

Traffic splice

Mid-span

Lap in direction of traffic

TYPICAL GUARDRAIL CROSS SECTION TYPICAL GUARDRAIL CROSS SECTION

8" Block

8' Post

8' POST ON SLOPE, 8" BLOCK

terminal sections approach and departure

Widening required for

Subgrade shoulder.

1V:2H or flatter slope

Hinge point shown on Typical Section

Aggregate base or as

1V:10H or flatter slope

TYPICAL GUARDRAIL CROSS SECTION

STEEL POSTS

MGS W-BEAM GUARDRAIL

See Note 2 groundline at face of rail

Edge of pavement or

SIDE

TOP

POST FACE

NOTE:

PLAN VIEW

See Note 1

See Note 4

(t yp

6" ty p

(t y p

7"

8" or 12" o s t le n g th

6"

"4

"4

6"

5" (max.)

o r

"4 o s t le n g th bolts and nuts (8 per splice) " guardrail splice4

" x 18

Post spacing 6'-3""2

3'-1

43'-9" (min.)

56'-3" (min.) Distance between omitted posts

(max.)

12'-6"

(typ.)

2'-0"

:5

M a y

C p w w o r k \d

\o r s a f e ty

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

04/2020DETAIL APPROVED FOR USE

08/2021REVISED:

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) H.3

C617-37

SPAN WITH HEADWALL DETAIL

WOOD POST DETAIL STEEL POST DETAIL CRT POST DETAIL

PLAN

ELEVATION

Finished grade

PLAN VIEW

POST AND

See Note 1

POST AND

See Note 1 See Note 2

BURIED OBSTRUCTION

BURIED OBSTRUCTION

Hinge point line

POST THRU

0"

CRT WOOD POST

FRONT SIDE

TOP

62.5 feet.

finished grade is 2 inches.

" dia.4 hole (typ.)

" dia.2

LONG-SPAN SYSTEM

MGS W-BEAM GUARDRAIL

5.

4.

3.

2.

1.

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

Rail splice (typ.)

(no nesting required)

Single W-beam rail element

Slope varies

Slope varies

Slope varies

1 2 3 4 6 7 85 the face of the headwall flush ( offset) with

Back of post may be See Note 4

Headwall

Hinge point line

1 8 1 8 72

NOTE:

The minimum length of guardrail, including the end

Use wood posts for CRT posts.

Posts and may be wood or steel.1 8

2 7

See Details C617-31 or C617-32 for other assembly details.

the maximum height of the culvert headwall above the the finished grade to act as a vertical roadway curb, In locations where the culvert headwall extends above upstream and downstream of posts and is

The minimum length of guardrail, including the end terminals, Use wood posts for CRT posts.

Posts and may be wood or steel.

See Note 3 See Note 3 or 25'-0" (3 omitted posts)

18'-9" (2 omitted posts)

6'-3"

8"

(min.)

24"

6"

24"

12" (min.)12" (min.)

12"

8"

24"

6"

6"

8"

:3

J u n e

C p w w o r k \d

\o r s a f e ty

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

04/2020DETAIL APPROVED FOR USE

09/2021REVISED:

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) H.4

OR FLAP DOT 46(1) I.6

OR FLAP DOT 46(1) I.9

FOOTNOTE

Delete struck through text.

[2]

:0

M a y

P a v e m e n t M a rk in g

S ta n d a rd

D e ta il B lo c k s T

M p w w o r k \d

\o r P

T C

.d g n

DETAIL BLOCKS TM500

PAVEMENT MARKING STANDARD

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) J.1

Delete struck through text.

[2]

Delete struck through text.

[1]

:0

M a y

P a v e m e n t M a rk in g

S ta n d a rd

D e ta il B lo c k s T

M p w w o r k \d

\o r P

T C

.d g n

DETAIL BLOCKS TM502

PAVEMENT MARKING STANDARD

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) J.2

Delete struck through text.

[3]

Delete struck through text.

[2]

Delete struck through text.

[1]

Delete struck through text.

[6]

Delete struck through text.

[5]

[4]

[3]

[4]

[5]

[6]

:0

M a y

P a v e m e n t M a rk in g

S ta n d a rd

D e ta il B lo c k s T

M p w w o r k \d

\o r P

T C

.d g n

DETAIL BLOCKS TM503

PAVEMENT MARKING STANDARD

STATE PROJECT

NUMBER

OR FLAP DOT 46(1) J.3