Plan_ID BOR CASCADE(1)_Signoff_Rev.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2022.03.24 15:38:15 -07'00'

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.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

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

Ts

TS

thd.

TBM

T.

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

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material A

M

A u g u s t

D e ta il .U

S c m y fi le s p w p r o d u c ti o n d m s F L

H .d g n li b

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

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.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

Shore Dr.

Campground

Crown Point

N

N

2+00

BEGIN PROJECT

13+10

END PROJECT

PROJECT LOCATION

Lake Cascade State Park

SCALE IN MILES

25 50 25

SCALE IN FEET

50 100 50

North Fork

P a y e tte

River

Pearsol

Creek

B ea ve r

CASCADE

Vista Point Blvd

Lake Way Dam Rd

M a in S tre e t

La ke sh o re

D r.

T h u n d e r C ity R d

Weant Lane

C a b a r to n R o a d

Gold Dust Rd

L lo y d

C t

T h u n d e r

C ity

R d

NF-22 Warm Lake Rd to D o n n e ll y

.1 m il e s to S m ith s F e rry

.4 m ile s

Lake Cascade

Lake Cascade

R

E

R

E

T 13 N

T 14 N

R

E R

E

:1

M a r c h

V ic in it y

M a p c p w w o r k

\d

\i d b o r lc g e n

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VICINITY MAP

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) A.3

Sheet and Description

SECTION D SECTION E SECTION F -

PLAN

TEMPORARY

TRAFFIC

CONTROL

PERMAMENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 1,060 40 1,100

A0140 20301-2400 REMOVAL OF SIGN EACH 40 4 44

A0160 20302-1300 REMOVAL OF GUARDRAIL,

CONCRETE BARRIER LNFT 75 75

A0180 20401-0000 ROADWAY EXCAVATION CUYD 336 74 410

A0200 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 123 27 150

A0220 30303-2000 AGGREGATE SURFACE

RECONDITIONING SQYD 1,867 187 2,054

A0240 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 568 57 625

A0260 60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 20 10 30

A0280 61801-0000 CONCRETE BARRIER LNFT 125 25 150

A0300 61805-0000 RESET BARRIER LNFT 1,575 38 1,613

A0320 62201-0350 BACKHOE HOUR 20

A0340 62301-0000 GENERAL LABOR HOUR 20

A0360 63301-0000 SIGN SYSTEM (Furnishing Only) EACH 4 4

A0380 63302-0000 SIGN SYSTEM SQFT 63 7 70

A0400 63320-0000 SPEED CUSHION EACH 2 2

A0420 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 4,300 300 4,600

A0440 63405-0050 PAVEMENT MARKINGS, SYMBOLS

(TYPE B) EACH 8 8

A0460 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

MileStone: Final Date Completed: In Progress Report Date: 03/24/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-M ar

-2

1:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

U se rs \T hi nh

.P ha n\ D es kt op \C as ca de s\

Fo r

Q A\

Fi na l\ [s um m ar y.

xl sm

]S he et

STATE PROJECT

B.1ID BOR LAKE CASCADE(1)ID

LC

reconditioning

Aggregate surface

2% 2%

Existing elev.

3-inch depth

Asphalt concrete pavement, Type 1, TYPICAL SECTION 1, Dam Rd.

Existing ground

Do not disturb Existing instrumentation, Concrete barrier at existing location

Concrete barrier at existing location Concrete barrier at proposed location Reset Barrier

Concrete barrier at proposed location Reset Barrier

[1]

[2]

Install fiber roll

[3]

[3]

[2]

Do not disturb Existing instrumentation, [2]

[1]

[3]

LC

(Remove existing material)

Roadway excavation, 3-inch depth

2% 2%

Existing elev.

3-inch depth

Asphalt concrete pavement, Type 1, TYPICAL SECTION 2, Dam Rd. (Bridge Approach)

Existing ground

Concrete barrier at existing location

Concrete barrier at existing location Concrete barrier at proposed location Reset Barrier

Concrete barrier at proposed location Reset Barrier

Install fiber roll

[3]

[3]

[1]

[4]

[4]

[4]

[5]

[5]

LC

(Remove existing asphalt and base materials)

Roadway excavation, 8-inch depth

2% 2%

Existing elev.

3-inch depth

Asphalt concrete pavement, Type 1, TYPICAL SECTION 3, Shore Dr.

Existing ground[5]

Install fiber roll

5-inch depth Roadway aggregate, method 2, Existing instrumentation with 3-foot radius of instrumentation rod Use only hand power equipment

PROTECTION PLAN VIEW

INSTRUMENTATION ROD

[2]

[6]

[6]

2+00 to 8+00

Traveled way

FOOTNOTE:

Quantity calculation is based on assumption of 18-foot wide.

Match existing edge of road or construct to the width as directed by the CO.

Match existing cross slope.

Section 2, Dam Rd. (Bridge Approach).

Construct a 50 foot grade transition from Typical Section 1, Dam Rd. to Typical

Do not pin barrier if loop and hook connections are maintained.

of these rods before start construction.

There are six instrumentation rods on the road. Identify and mark the locations the reset barrier face, not a surveyed centerline.

Centerline is graphical point assumed as the center of the distance between

8+00 to 9+40

Traveled way

9+90 to 13+10

Traveled way

E x c a v a ti o n p a y l im it

3-foot radius

24'

28'6"

Varies

Varies

Varies

:5

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U n ti tl e d

S h e e t p w w o r k \d

\I

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TYPICAL SECTIONS

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) C.1

NOTE:

See Typical Sections for reset barrier location 1.

:1

P

M a r c h

S h e e t

S u r v

F p w w o r k

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\i d b o r lc f

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QUANTITIES

TABULATION OF PLAN

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) D.1

2+00

BEGIN PROJECT

13+10

END PROJECT

SCALE IN FEET

150 300

9+40

Start of Bridge

Suspend Work

9+90

End of Bridge

Resume Work

50-foot

Remove existing materials

ELEVATION

PAVEMENT TRANSITION DETAIL

INTERSECTING ROAD

See Sheet C.1

Pavement structure paved surface

Existing connecting road

See Pavement Transition Detail

Intersecting road to Typical Section 2 (Bridge Aproach)

Begin pavement transition from Typical Section 1 is the pavement work limit

Edge of existing gravel

Dam Rd.

S h or e

D r.

ELEVATION

PAVEMENT TRANSITION DETAIL

END PROJECT

See Sheet C.1

Pavement structure paved surface

Existing connecting road

Saw cut

NOTE:

1. The Begin and End Project will be marked by the CO.

3-inch

3-inch in c h

:2

M a r c h

L

IN

E

G R

A

H p w w o r k

\d

\i d b o r lc f

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LINE GRAPH

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) D.2

SCALE IN FEET

50 100 50

Match elevation of existing features

Place 3" Asphalt concrete pavement, type 1

Roadway excavation, 3-inch depth, grade to drain

Area 1, 2,450 sqft

Match elevation of existing features

Place Asphalt concrete pavement, type 1, 3-inch depth

Place Roadway aggregate, method 2, 5-inch depth

Roadway excavation, 8-inch depth

Area 3, 650 sqft

Match elevation of existing features

Place Asphalt concrete pavement, type 1, 3-inch depth

Place Roadway aggregate, method 2, 5-inch depth

Roadway excavation, 8-inch depth

Area 4, 600 sqft

Match elevation of existing features

Place Asphalt concrete pavement, type 1, 3-inch depth

Place Roadway aggregate, method 2, 5-inch depth

Roadway excavation, 8-inch depth

Area 5, 950 sqft

Final locations of the areas will be determine by the CO.

Protect instrumentation rods as shown on Sheet C.1 as shown in Section F.

Remove or remove and reset concrete barriers1.

NOTE:

Match elevation of existing features

Place 3" Asphalt concrete pavement, type 1

Roadway excavation, 3-inch depth, grade to drain

Area 2, 490 sqft

Dam Rd.

S ho re D r.

CURB, ASPHALT DETAILS

(Typ.)

Batter 6:1

Slope Varies

8"

(Slope var.)

Finish grade directed by the CO

Final location will be

Install curb, asphalt, 6-inch depth

See Subsection 204.11 in the SCRs for more information

Compaction equipment restriction area vault box

Protect existing water vault box

Protect existing water

2.

3.

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SE AREA WORK

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) D.3

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

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

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

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 at locations as determined by the CO.

1. Place Barricade Type 2, R9-3 sign, and Ref-5 sign

:5

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QUANTITIES

TEMPORARY TRAFFIC CONTROL

TABULATION OF

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) E.1

CASCADE LAKE

RV Resort

Waters Edge

Campground

Ridgeview

Campground

Big Rock

Lake W ay

Dam Road

.dvlB tnioP atsiV e vi r D e r o h

S

Dam Road

.t S r e w y a S

N

552, each

Barricade, Type 3

2, each

Barricade, Type 3 S ho re D r.

W G le n

St

Cascade

Lake

SCALE IN FEET

250 500250

S k y li n e D r

REF-2DAM RD

Closed 1000 FT

REF-4

DAM RD

Closed 500 FT

REF-4

DAM RD

Closed 1000 FT

REF-4

DAM RD

Closed 500 FT

CLOSED

ROAD

500 FT

CLOSED

ROAD

1000 FT

REF-3

SHORE DR

Closed 1000 FT

REF-4

REF-1

REF-2

REF-1

W20-3

W20-3

REF-4

REF-4

REF-4

:2

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PLAN

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) E.2

R11-2

ROAD

CLOSED

TYPE 3 BARRICADE

8 FT

to front of barricade

Mount supplemental signs

R=13/8"

TH=03/4"

IN=01/2"

BORDER

NOTE:

6. Location of TYPE 2 Barricade to be determined by the CO.

5. Conform with the current M.U.T.C.D edition on all signing.

4. Use standard alphabet sizes, letter series C.

3. Sign colors are orange background with black legend and border.

2. Mount signs on wood posts. See standard 635-14.

1. Adjust location to match field conditions as approved by CO.

NO SCALE

W20-3

W20-3

(A p p ro a c h in g r o a d n a m e

See detail this sheet Type 3 barricade

ROAD

CLOSED

ROAD

CLOSED

4'-0"

4" 4"B 4"1

REF-4

REF-1

REF-2

REF-3

REF-5

TYPE 2 BARRICADE

2 FT

R=11/2"

TH=05/8"

IN=01/2"

BORDER

R=11/2"

TH=05/8"

IN=01/2"

BORDER

R=11/2"

TH=05/8"

IN=01/2"

BORDER

R=11/8"

TH=05/8"

IN=03/8"

BORDER

51/2" 37" 51/2"

4'-0"

61/2"

4"C

3"

4"C

61/2"

41/2" 387/8 " 41/2" signs to front of barricade

Mount REF-5 and R9-3

R9-3

21/2" 24 7/8" 21/2"

2'-6"

21/2" 3"B 2" 3"B 2" 3"B 21/2"

51/2" 37" 51/2"

4"C

3"

4"C2

4'-0"

61/2"

61/2" 4"C

3"

4"C

61/2"

61/2"

4'-0"

500 FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

F

T

F T

F

T

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ROAD CLOSURE DETAIL

TRAFFIC CONTROL

TEMPORARY

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) E.3

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL

NO SCALE

Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED:

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

200' m in m in

6' - 12'

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

" dia. bolts 4 1Attach sign panels with a minimum of 2 -

STATE PROJECT

B o r d e r .U

S c m y fi le s p w p r o d u c ti o n d F L

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.5

1.5

1.5

1.5

1.

2.

3.

4.

5.

6.

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

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

:3

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QUANTITIES

TABULATION OF

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.1

:3

M a r c h

S h e e t

S u r v p w w o r k \d

\i d b o r lc

F

.2 .d g n

QUANTITIES

TABULATION OF

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.2

:3

M a r c h

S h e e t

S u r v p w w o r k \d

\i d b o r lc

F

.3 .d g n

QUANTITIES

TABULATION OF

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.3

2+00

BEGIN PROJECT

SCALE IN FEET

150 300 150

Yield, R1-2

Install sign system, (6 signs)

Removal of signCustom (see note 2)

Install sign system, Weight Limit 20 TONS, R12-1

Install sign system, One Lane Bridge, W5-3

Install sign system, No Parking Any Time, R7-1

Install sign system, No Parking Any Time, R7-1

Install sign system, One Lane Bridge, W5-3

Install sign system, Do Not Disturb

Do Not Disturb

Do Not Disturb

Do Not Disturb

Do Not Disturb

Do Not Disturb

(5 signs)

Removal of sign

Removal of sign

Removal of sign

Removal of sign

Removal of sign

Removal of sign

6+65 to 8+90

4+38 to 6+51

2+00 to 4+24 type B, solid (double yellow)

Pavement markings, 10+40 to 13+10 type B, solid (double yellow)

Pavement markings, See sheet F.6

Pavement markings, symbols (type B)

Construct speed cushion

4+31

See sheet F.6

Pavement markings, symbols (type B)

Construct speed cushion

6+58

4'-3"

3"

BORDER

R=1 1/8 "

TH=0 5/8"

IN=0 3/8"

3"

3"

3" 4" C

4" C

4" C

3"3" 45"

WEIGHT

LIMIT

TONS

ONE LANE

BRIDGE

ONE LANE

BRIDGE

13+10

END PROJECT

Removal of sign

Object marker, OM3-R

Install sign system, Removal of sign and

Object marker, OM3-L

Install sign system, Removal of sign and (2 signs)

Removal of sign

(2 signs)

Removal of sign

Object marker, OM3-R

Install sign system, Removal of sign and

S H

O R E D

R

IV

E

DAM

ROAD

No Parking Any Time, R7-1

Install sign system, Removal of sign and

1.

NOTE

2. Adjust sign placement as directed by the CO.

The CO will identify Do Not Disturb signs.

overhang as directed by the CO.

sign overhang into traveled way. Allowable sign panel of concrete barrier. Offset sign panel on post to reduce

3. Minimize sign panel overhang, horizontally, past base

NO

ANY

TIME

PARKING

NO

ANY

TIME

PARKING

YIELD

NO

ANY

TIME

PARKING

:4

M a r c h

L

IN

E

G R

A

H p w w o r k \d

\i d b o r lc

F

.4 .d g n

CONTROL PLAN

PERMANENT TRAFFIC

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.4

Bridge rail the bridge rail (see note 7)

Barrier conected and in-line with

Install concrete barrier, 12.5' connection detail.

barrier detail, bridge rail detail, and

7. See sheet F.9-F.13 for precast concrete loop connections unless otherwise noted.

6. Install all barrier segments with pin and asphalt surface. See sheet F.10.

5. Anchor pin proposed concrete barrier to

4. Adjust all barrier as directed by the CO.

connection.

3. Install first barrier with no pin and loop directed by the CO.

rail, within 1' of the end of bridge rail as

2. Install barrier, unconnected from bridge

1. Install barrier within 3' of utility as directed.

NOTES

SCALE IN FEET

0 502512.5

Reset Barrier

Reset Barrier

Removal of guardrail, concrete barrier

Removal of guardrail, concrete barrier

N

Begin barrier near existing utility box (see note 1)

Install concrete barrier, 37.5'

(see note 2)

Begin barrier near bridge rail

Install concrete barrier, 25'

(see note 3) the previous barrier

Begin barrier at the end of

Install concrete barrier, 25'

(see note 3) the previous barrier

Begin barrier at the end of

Install concrete barrier, 25'

Removal of guardrail, concrete barrier

:4

M a r c h

S h e e t

S u r v p w w o r k \d

\i d b o r lc

F

.5 .d g n

BARRIER LAYOUT

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.5

Note 2 (typ.)

See

Linear Pavement Markings

See Sheet F.16

Section (typ.)

See Parabolic asphalt surface

Existing

Concrete barrier asphalt surface

Existing

Reset barrier

3.

0"

2.

9"

2.

7"

2.

3"

1.

7"

0.

9"

PARABOLIC SECTION

NOTES:

1.

2. 0.9" (min.) at first 1-foot, at top 3" (min.)/4" (max.)

Construct speed cushion of asphalt concrete pavement, type 1

L A

N E

O F

T R

A V

E L

C E

N T

E R

L

IN

E

A

A

B B

C E

N T

E R

L

IN

E

S T

R E

E T

L A

N E

O F

T R

A V

E L

C E

N T

E R

L

IN

E

4" (max.)

3" (min.)

SECTION A-A

SECTION B-B

4" (max.)

3" (min.)

S t r e e t

C e n te r li n e

T02-24

6' 6'2' 2' 6' 1'

TRIANGLE SPEED BUMP LEGEND

C e n te r o n c u s h io n

12" Spacing

White marking

12" White

BUMP LEGEND

white marking

1'1'1'1'1'1'

6' to to

24'

1'

14'

1'

1'

1' 1'

1'

1'

6'

' 6

(typ.)

12"

(typ.)

4"

:3

M a r c h

S p e e d

C u s io n T y p e I

I I p w w o r k \d

\i d b o r lc

F

.6 .d g n

TYPE II

SPEED CUSHION

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.6

LC

PIVOT SIGN BASE

1 1" Ø

Steel sign post

Type B-2

A A

Steel sign post

Type B-2 and lock washer (1) with hex nut, washers (2)

" Ø X 10" Anchor rod4 and lock washer (1) with hex nut and washers (2)

" Ø Hex bolt16 and lock washer (1) washers (2) with hex nut and

" Ø Hex bolt 4 into concrete barrier

Epoxy 10" anchor rod

Concrete barrier

TOP VIEW

SIDE VIEW

SECTION A-A

NO SCALE

Weight does not include galvanizing.

" rectangular tube. The weight is 8.15 lbs/ft.16

4" x 3" x

Type B-2 post information:

include galvanizing.

Pivot base weighs approximately 52 lbs. Weight does not

Use AASHTO M270 Galvanized Steel for pivot base.

Use A325 or Grade 5 hardware to attach sign post to sign base.

4.

3.

2.

1.

NOTE:

14"

20"

4"

18"

" Ø16

" Ø8 m in

4"

" Ø8

" Ø16

:4

M a r c h

B a r r ie r S ig n P o s p w w o r k \d

\i d b o r lc

F

.7 .d g n

BARRIER SIGN POST

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.7

14" 5 Spaces at 18" 14" 11 4" 4

4"

2" Ø

2"

"8

"8

"2

"4

7 8

"4

"2

CONNECTION DETAIL

11'-10"

8"

16"

16"

2"

"22.5°

85° f o r c o n c r e te

ELEVATION

PLAN

SECTION A-A SECTION B-B SECTION C-C

END LOOP BAR DETAIL

PLAN VIEW

SLOT DETAIL KEY DETAIL

REINFORCING STEEL TABLE

45°

MARK LOCATION

SIZE

BAR

OF BARS

NUMBER SKETCH

H-1

BARS

TIED INSIDE V-1

HORIZONTAL BAR,

NO. 4 8

V-2

AROUND SLOTS

VERTICAL BAR

VERTICAL BAR 10

NO. 4

NO. 4

V-1

7' TOTAL BAR LENGTH

4' TOTAL BAR LENGTH

ANCHOR PIN DETAIL

A

A

A

A B

B

B

B C

C

C

C

H-1 V-2 (typ.)

V-1 (typ.)

H-1 V-2 (typ.)

" x 4" Slots (typ.)8

V-1 (typ.)

See Slot Detail

See Key Detail See Key Detail See Key Detail

V-1

H-1 (typ.)

V-2

24"24" 24"

" Chamfer4

" Chamfer4 shown partially in place

Connecting pin, Plate washer

"16

" Ø2

ASTM A36

2" Bevel

" Ø8

PLATE WASHER ASTM A449

1" Ø

" (min.) thickness8

A572 washer, 2" Ø circular ASTM

"4

1 x 8 UNC

Taper end

" ASTM A364

ELEVATION

CONNECTING

PIN DETAIL

3" Ø

SHEET 1 of 3

12'-6"

" Front and back each end2

12'-6"

"4

11"4

32"

13"6""2

1212""2

286""2

2812""2

126"13"

"2

"5

" 4

"R

"2

R

"2

"4

39"

"4

"4

R

27"

22"

2"

2"

4" f o r a s p h a lt

2"

2" 2"

"R

:5

M a r c h

P r e c a s t

C o n c r e te

B a r r ie r o f p w w o r k \d

\i d b o r lc

F

.8 .d g n

PRECAST CONCRETE BARRIER

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.8

O B

S T

R U

C T

IO

N

O B

S T

R U

C T

IO

N

O B

S T

R U

C T

IO

N off-set 9"

(min.)

off-set

Shy-line Shy-line Shy-line

FREE-STANDING BARRIER

TRANSITION SEGMENT #1

ANCHORED BARRIER

TRANSITION SEGMENT #2

ANCHORED BARRIER

TRANSITION SEGMENT #3

ANCHORED BARRIER

AND FROM ANCHOR PINNED TO RIDGID BARRIER

TRANSITION FROM FREE-STANDING TO ANCHOR PINNED

(See Sheet F.10 for Notes 5 through 8)

Shoulder slope compacted granular surface

Asphalt, concrete, or

Shoulder slope

" Ø hole4

Pre-drill 1

SIDE ONLY

TRAFFIC THIS

SIDE ONLY

TRAFFIC THIS

SIDE ONLY

TRAFFIC THIS

m in m in m in

Shoulder slope

(min.)

offset

Shy-line offset

Shy-line offset

Concrete pavement shown pavement

Concrete

Asphalt

" Ø hole4

Pre-drill 1

Anchor pins

FREE-STANDING BARRIER

TRANSITION SEGMENT #1

ANCHORED BARRIER

TRANSITION SEGMENT #2

ANCHORED BARRIER

TRANSITION SEGMENT #3

ANCHORED BARRIER

Concrete pavement

Asphalt pavement

Transition to rigid barrier

Transition to rigid barrier

3 Anchor pins per barrier

Anchor pin

Anchor pin

BARRIER

RIGID

BARRIER

RIGID

FREE-STANDING BARRIER

TO CONCRETE

BARRIER ANCHOR PINNED

TO ASPHALT PAVEMENT

BARRIER ANCHOR PINNED ANCHOR PINNED

MEDIAN BARRIER

2 Anchor pins per barrier

SHEET 2 of 3

64" (min.)

24" (min.)

20" (min.)

12"

20" (min)

:5

M a r c h

P r e c a s t

C o n c r e te

B a r r ie r o p w w o r k \d

\i d b o r lc

F

.9 .d g n

PRECAST CONCRETE BARRIER

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.9

1.

NOTE:

F-shape to New Jersey shape transition.

to a New Jersey shape precast concrete barrier, use the parapet. When connecting the F-shape precast concrete barrier concrete barrier terminal, or transition to a bridge rail or transitioning to W-beam guardrail, a crash cushion, a precast include tapering the barrier outside of the clear zone, transition to another barrier system. Acceptable end treatments

Terminate the barrier with a crashworthy end treatment or

Concrete Barrier Shy-Line Offset and Flare Rate Table.

Flare the upstream end of the barrier in accordance with the as shown.

the last 43½-inches of the barrier and drill five 1-inch Ø holes segments and connect to the guardrail transition. Chamfer guardrail, anchor pin the last three precast concrete barrier

When transitioning from free-standing barrier to W-beam slope transition.

of the last segment of precast barrier in the F-shape to single three segments), then to the rigid barrier. Cut off the end loops transition first to anchor pinned precast barrier (minimum

(such as cast-in-place concrete barrier or bridge rail/parapet), When transitioning from free-standing barrier to rigid barrier standing segment closest to the free anchor pinned segment.

barrier, install one anchor pin in the slot of the last free-

When transistioning from free-standing to anchor pinned concrete pavement using the slot as a guide.

total on asphalt pavement). Pre-drill anchor pin holes in on both sides of barrier (4 total on concrete pavement, 6 asphalt pavement. If installed in a median, install anchor pins and use three pins in each barrier segment installed on pins in each barrier segment installed on concrete pavement or anchor pinned to pavement. If anchor pinned, use two

The precast concrete barrier can be installed free-standing segments.

downstream of hazards. Do not install fewer than six barrier and provide at least three precast concrete barrier segments

Provide the calculated length of need upstream from hazards angled approximately 7° at connections.

Pin connect barrier units. Precast concrete barriers may be form the lifting hole. If used, leave the PVC sleeve in place.

reinforcing steel. A 2-inch white PVC sleeve may be used to and ends ¾-inch. Provide 2-inch (min.) concrete cover over

Precast using minor concrete. Chamfer top, bottom, cross section.

longitudinal barrier system. The barrier uses the F-shape

The precast concrete barrier shown is a Mash Test level 3

2.

3.

4.

5.

6.

7.

8.

9.

10.

1" Ø hole (typ.)

ELEVATION

PLAN

CHAMFERED BARRIER FOR GUARDRAIL TRANSITIONS

(SEE NOTE 8)

SHEET 3 of 3

43.½"

⅞

43½"

8" 39½"

⅝

⅝

⅝

⅜

:5

M a rc h

P re c a s t C o n c re te B a rr ie r o p w

-w o rk \d

\i d b o r_ lc (1

F

.1

.d g n

PRECAST CONCRETE BARRIER

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.10

SHEET 1 of 2

1" Ø Holes (typ.)

LC Splice

10 Ga.

1" Ø Holes (typ.) Slotted holes

"2

" x 24

(typ.)

Slotted holes

"8

" x 132

TERMINAL CONNECTOR DETAIL ANCHOR PLATE

DESIGNATOR

THICKNESS

BASE METAL

RWM01a 0.11 bolt slot (typ.)

" Post2

" x 24 b olt slot (typ.)

" Splice4

1" x 1

")8

", +14

NE QUADRANT SE QUADRANTConcrete pad Concrete pad

Deep

"2

Curb

Top of 32" barrier

Deep

"2

Curb

SCALE 1" = 2'-0" SCALE 1" = 2'-0"

SCALE 1" = 1'-0" SCALE 1" = 1'-0" SCALE 1" = 1'-0"

NO SCALE

[1]

[1]

See Special Contract Requirements, Section 710.

Guardrail designator refers to Task Force 13 standards.

2"4"4"2"

1'-0'

"8

3"

2'-6"

"4

"2

4"2

2"

4"4"

2 ±

"2

75 "

2"

"2

14"

5"

"2

"2

:5

M a r c h

B a r r ie r C o n n e c ti o n D e ta il p w w o r k \d

\i d b o r lc

F

.1 .d g n

BARRIER-RAILING DETAILS

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.11

SHEET 2 of 2

See sheet F.11 for detail

Bridge railing, STATION 9+40

NE QUADRANT

CONNECTION TO STRUCTURE DETAIL

See sheet F.8-F.10 for details

Concrete barrier, See sheet F.11 for detail

Terminal connector, NO SCALE

2" min.

2" min. or as directed 2" min.

m in m in

2" min.

:5

M a r c h

B a r r ie r C o n n e c ti o n D e ta il p w w o r k \d

\i d b o r lc

F

.1 .d g n

BARRIER-RAILING DETAILS

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.12

1 2

BRACE ANGLE DETAIL

BB BB

42" 19.4016"

MARKERS

3-24"ROUTE

MARKERS

2-24"ROUTE

48" 36"

BRACE ANGLE

SECTION AA-AA SECTION BB-BB

(ASSY.)

ASSEMBLY

TRAIL BLAZER

P

TOP CLIP

"4

4" x 3" POST DETAILS

POST DETAILS FOR 4"x3" POSTS

F F

" SLOTS (TYP.)4

" x8

WHERE "A" IS 72" OR GREATER.

ARE REQUIRED ONLY FOR THOSE SIGNS

CENTER HOLES IN THE BRACE ANGLES

NOTE:

A

B

4" x 3", 5" x 5", 6" x 6" POSTS

POST AND BRACE ANGLES

POST AND BRACE ANGLES FOR 4" X 3", 5" X 5", 6" X 6" POSTS

D

N/A

N/A

N/A N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A

N/A

N/A

(COVERÍ )

TOP COVER PLATE

POST

TWO HOLES AND FLUSH MOUNT THE SIGN TO THE FACE OF THE POST.

3. THE AUXILIARY SIGNS SHALL BE ATTACHED BY DRILLING THE POST WITH

4. WHEN ONLY ONE BRACE IS REQUIRED, PLACE IN THE CENTER OF THE SIGN.

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

AA AA

L

C

/8

E

"4

1"

C

VARIABLE 1"

" HOLE (TYP)8

E

FLAT WASHER

" NON-METALLIC8

" x8

MED. SPRING

" LOCK WASHER8

" x8

A

B B

A

K

G

H

B

A

J

G

H

BRACE ANGLE

SIGN

NUT

BOLT AND

MACHINE

"16

AND NUT

" MACHINE BOLT2

1" 116

" FLAT WASHER8

7" x8

CLIP

2. ALL BRACE ANGLES SHALL BE 1¾" x 1¾" x ¼" AT 2.77 LBS./FT.

1. WEIGHTS OF BRACE ANGLES DO NOT INCLUDE GALVANIZING.

NOTES:

DESCRIPTION

SIGN SIGN SIZE

A B C D E F

STOP

48" 48" 42"

YIELD

48"

12"

36"

48"

36"

72" 36" 62"

WARNING

36" DIAMOND

24" 24"

60" 44"

21" 15"

G H

IN LBS.

WEIGHT

5"12" 16" 20" 19.40

TRIANGLE

60" 12" 19" 5" 13.90

12" 1" 5" 35"

36" 48" 32" 12" 11" 5" 42" 14.80

48" 60" 32" 12" 11" 5" 27" 54" 22.20

36"

48"

48"

32"

44"

32"

12"

12"

12"

12"

12"

17"

11"

11" 5"

5"

5"

30"

42"

30"

14.80

14.80

22.30

26"

26"62"

32"

72" 48"

48"

72"

30"

30" 62"

12"

12"

11"

26"

5"

5"

5"

5"

18"

30"

24"

24"

28.60

28.60

28.60

14.80

AUXL. SIGNS

WARNING & 18" 18"

26"

12" 8" 5"

5"

16" 12.00

48" DIAMOND 42" 12" 20"16"

19.40

36" DIAMOND

48" DIAMOND

26"

42"

12"

12"

8"

16"

5"

5"

5"

5"

16"

20"

12.00

19.40

LARGE ARROW

WARNING 48" 24" 12"

17"

18"

30" 20.4036"

POST TOP CLIP NOT REQ'D-COVER ONLYLP

12"

24"36"

30"36"

36"36" 32" 12" 11" 5" 30" 14.80

32" 12" 11" 5"

32" 12" 11" 5"

18" 14.80

14.8024"

SIGNS

RECTANGULAR

AND

SQUARE

30" 12"

12" 5" 20" 38" 12.50

DIRECT'L ASSY.

CARDINAL

SINGLE 15"

27"

36" 36"

26" 8" 5"

26"

12"

12"

12"

8"

1"

5"

5" "2

15.20

ASSEMBLY

JUNCTION

21" 15" POST TOP CLIP NOT REQ'D-COVER ONLY

54" 12" 21" 5" 20" 38" 25.00

* * * * LP

ASSEMBLY

JUNCTION

DESCRIPTION

SIGN SIGN SIZE

A B G H J K

STOP

30" 30" "4

125 "4

YIELD 36"TRIANGLE "4

125 "4

30" "4

"4

12" 24"

24" 36"

30"

24"

18"

24" "4

"4 12530"

"4

"4

"4 12830" 30" "4

30" 36" "4 131 "4

36" 24" "4 119 "4

WARNING

18" DIAMOND

30" DIAMOND

"4 121 2

"4 131 "4

30" DIAMOND "4

"4

18" 18" "4 339 "4

WARNING &

AUXL. SIGNS

NO PASS. ZONE "4

119 "2

24" 12"

24" 24"

"4

"4 315 "4

21" 15"

ADV. ROUTE

MARKER ASSY.

24" 24"

24" 15"

"4

"4

"4 324 "4

SINGLE 21" 15" "4

"4

JCT. ASSY. 24" 24" "4

318 "4

24" 24" "4

CAMPING ASSY.

HOSPITAL,

24" 6" "4

"4

"4

36" 36" "4 131 "4

36" 30" "4 125 "4

SIGNS

RECTANGULAR

AND

SQUARE

" FLAT WASHER8

7 x"8

MED. SPRING

LOCK WASHER"8

7" x 8

BRACE ANGLE ATTACHMENT DETAIL

No Scale

:0 a y

B a s e .B

.U S p w

-w o rk

\d \F

L H

-C e ll s .c e l

SHEET 1 OF 2

BRACE ANGLE DETAIL

B POST AND

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.13

42"

" Ø HOLE8

SPRING LOCK WASHER.

WASHERS AND ONE MED.

" FLAT 8

" x8

BOLT WITH TWO"16

TOP VIEW

TOP VIEW

" Ø HOLE8

W

V

6"

Ø HOLE"8

cover plate

Lbs. for

Weight. in

0.55

1.25

1.80

WEIGHTS DO NOT INCLUDE GALVANIZING

" Ø HOLE4

SIGN

STOP

SIGN

ENTER

DO NOT

SIGN

ONE WAY

SIGN

ENTER

DO NOT

SIGN

ONE WAY

COVER PLATES IF USED.

THE WEIGHT OF THE CLIPS OR

1. POST WEIGHTS SHALL INCLUDE

SECTION A-A

SECTION A-A

clip - each for lower

Wt. in Lbs.

clip - each

Lbs. for top

Weight. in top clip-each modified

Weight for

TOP COVER PLATE DETAILS

THERE IS NOT A TOP CLIP

TOP COVER PLATE IS REQUIRED WHEN

TOP VIEWSIDE VIEW

COVER PLATE

STEEL TOP "16

POST

Type

Post

B-2

Post

V W

B-3 4"

B-4 4"

3" 4"

6"

8"

(TYP.)

Ø HOLE"8

WEIGHT OF BRACE ANGLES = 48.92 lbs.

RAMP TERMINAL

ASSEMBLY "A"

SLOTS (TYP.)

" 4 3x 8

(TYP.)

" SLOTS4

3 x"8

(TYP.)

Ø HOLE"8

RAMP TERMINAL

ASSEMBLY "B"

WEIGHT OF BRACE ANGLES = 29.56 lbs.

TYPE B-2 POST

FRONT SIDE

(TYP.)

" SLOT4

3 x"8

SIGN

"16

"16

TYPE B-2, B-3, B-4 POSTS

SIDE FRONT

" Ø HOLE4

BACK ON ONE POST.

THOSE SIGNS MOUNTED BACK TO

SHALL BE ADDED TO ACCOMMODATE

AND AN ADDITIONAL LOWER CLIP

TOP CLIP SHALL BE MODIFIED

⅜" x ¾" SLOTS

BACK ON ONE POST.

THOSE SIGNS MOUNTED BACK TO

SHALL BE ADDED TO ACCOMMODATE

AND AN ADDITIONAL LOWER CLIP

TOP CLIP SHALL BE MODIFIED

" Ø HOLE4

⅜" x ¾" SLOTS

LOWER CLIP DETAIL

B-3 & B-4 POST

CLIP DETAIL

B-3 & B-4 POST TOPCLIP DETAIL

B-2 POST LOWER

CLIP DETAIL

B-2 POST TOP

WEIGHT SCHEDULE

Type

Post

B-2 2.55

B-3 2.55

B-4 2.55

WEIGHTS DO NOT INCLUDE GALVANIZING

NOTES:

6.18 7.67

7.03 8.52

5.32 6.82

Type

Post

B-2

Post

V W

3" 4" 8"

X Y

"4

Top Clip

Type

Post Post

V W

B-3

B-4

X Y

Top Clip

5" 5" "4

6" "4

9"

10"

"5

32"

11"

16"

12"

36"

48"

A

" 12"

"5

11"

32"

36"

12"

36"

12"

V

1"10"

12"

1"

Y

X

¼

W

1"

10"

12"

1" 3

1"

10"

12"

1"

1"10"

12"

1"

Y

X

¼

W

V

W

¼

"16

A A

W V

V

No Scale

:0 a y

B a s e

.B .U

S p w

-w o rk

\d \F

L H

-C e ll s .c e l

SHEET 2 of 2

BRACE ANGLE DETAIL

B POST AND

STATE PROJECT

NUMBER

ID BOR LAKE CASCADE(1) F.14

MINIMUM DISTANCE TO SIGN

WOOD POST SELECTION TABLE

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

Location

Rural Districts

Residence Districts

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

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

NO SCALE

W633-7

REVISED:

DETAIL APPROVED FOR USE 10/2009

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(inch)

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

Product of X-Y-Z in CUFT

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

6 ft 5 ft

7 ft 2 ft

V may be reduced by 1 foot in rural districts for

WOOD POSTS

INSTALLATION

PERMANENT SIGN

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

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

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

Direction of traffic flow

5.

4.

3.

2.

1.

TWO POST SIGNS

of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge

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

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

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

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

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

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

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

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

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

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

Finish ground line rectangle enclosing all the signs.

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

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

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

longest post.

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

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

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

Traffic barrier protection is required for all posts larger than

CL post

Backfill material

W

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

D

Z

.5

Y

H

H

H

V Y

Backfill material

W

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

.5

Y Z

H

H

H

H ty p

D

V Y

V Y

H

Z ty p

D

Same post size

Same post size

Bottom of sign

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

Saw cut notch full width

H

Same post size

Backfill material

(See Post Selection table)

Notch depth (where required)

W

W

Backfill material

.5

Y

Z ty p

D

V Y

H

.5

Y

0.2X0.6X0.2X

For all retroflectorized signs where W > 25'

22 ft (max.)

X=14 ft (min.) to maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

" oversized washer16 5" lock nut16

" bolt16

" bolt thru the post8

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

NOTE:

all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum

ID BOR LAKE CASCADE (1) F.16