Final Plans.pdf

PLANS FOR PROPOSED

PROJECT MANAGER

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

LEAD DESIGNER

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

KS FLAP MRS 10(1)

LAKE ROAD SAFETY PROJECT

Guardrail installation

TYPE OF CONSTRUCTION:

KEY MAP OF KANSAS

D. EISENBRAUN C. BLACK

Project KS FLAP MRS 10(1)

NO SCALE

1-800-DIG-SAFE

Kansas One Call Center

Call Before You Dig:

KANSAS

OKLAHOMA

Witchita

Garden City

Topeka

Kansas City

M I S

S O

U R I

NEBRASKA

C O

L O

R A

D O

SITE 1

SITE 2

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

MORRIS COUNTY

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

APPROVED:

DATE:

A1

STATE PROJECT

A

M N K

S m r s R o a d w a y C

A D

D S h e e ts A G e n s h t\ tt l.

d g n

U s e r C h r is ti n e .B la c k

NUMBER

SHEET

KS

LAKE RD SAFETY PROJECT

KS FLAP MRS 10(1)

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

A

M N K

S m r s R o a d w a y C

A D

D S h e e ts A G e n s h t\ s y m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r C h r is ti n e .B la c k

NUMBER

SHEET

KS

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

A

M N K

S m r s R o a d w a y C

A D

D S h e e ts A G e n s h t\ s y m .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r C h r is ti n e .B la c k

NUMBER

SHEET

KS

B1

SUMMARIES

MISCELLANEOUS

STATE PROJECT

A

M N K

S m r s R o a d w a y C

A D

D S h e e ts B S u m m s u m m a r ie s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r C h r is ti n e .B la c k

NUMBER

SHEET

KS

STATE PROJECT

P

M N K

S m r s R o a d w a y C

A D

D S h e e ts C

M L P

P C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r C h r is ti n e .B la c k

NUMBER

SHEET

KS

LAKE RD SAFETY PROJECT

KS FLAP MRS 10(1)

C1

Longitude: 96°31'22.10"W

Latitude: 38°40'52.40"N

SITE 1

SITE 1

LAKE ROAD

existing ditch

Do not disturb

Install tangent guardrail terminal.

Perform grading as shown on Sheet T2.

Install 25' steel post w-beam guardrail (MGS).

Install tangent guardrail terminal.

shown on Sheet T2.

Perform grading as w-beam guardrail (MGS).

Install steel post

Remove existing guardrail.

terminal.

Install tangent guardrail w-beam guardrail (MGS).

Install 25' steel post

Do not disturb riprap on slope.

Stay within existing disturbed limits.

w-beam guardrail (MGS).

Install steel post

Remove existing guardrail.

guardrail terminal.

Install tangent

STATE PROJECT

P

M N K

S m r s R o a d w a y C

A D

D S h e e ts C

M L P

P C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r C h r is ti n e .B la c k

NUMBER

SHEET

KS

LAKE RD SAFETY PROJECT

KS FLAP MRS 10(1)

C2

SITE 2

LAKE ROAD

96°32'15.43"WLongitude:

38°40'53.88"NLatitude:

SITE 2

type 3 object marker

Remove and replace type 3 object marker

Remove and replace type 3 object marker

Remove and replace type 3 object marker

Remove and replace

Install tangent guardrail terminal.

Remove existing guardrail.

Install tangent guardrail terminal.

Remove existing guardrail.

Install tangent guardrail terminal.

Install steel post w-beam guardrail (MGS).

Remove existing guardrail.

Install tangent guardrail terminal.

Install steel post w-beam guardrail (MGS).

Perform grading as shown on Sheet T2.

Remove existing guardrail.

PLAN & ELEVATION

56’-0"69’-0"56’-0"1’-9" 1’-9"

184’-6"

N

C Rdwy. Gutterline

C Brg.

Begin Bridge End Bridge

C Brg.

C Pier 1L C Pier 2L

L

L

L

D. GERMANI K. EIKERMANNB. ROBINSON

EXISTING BRIDGE PLAN

ABUT. 1

ABUT. 2

Drawing No. Description

BRIDGE DRAWING INDEX

BRIDGE PLAN AND ELEVATION

RG3186-C

RG3186-D

GENERAL NOTES & ESTIMATE

EXISTING BRIDGE ELEVATION

PIER 1 PIER 2

C r e e k

C a n n in

CONCRETE ENDBLOCK

RG3186-A

RG3186-B

S1 end blocks. (typ. all four corners) and construct new reinforced concrete and concrete curb on wingwalls

Remove existing steel bridge railing endblock (typ.).

New reinforced concrete

1" = 20’-0" 1 A

Wingwall A

Wingwall B

Wingwall C

Wingwall D

STRUCTURE TRANSITION RAILING

(typ. all four corners)

New structure transition railing

(typ.)

New structure transition railing

SHEET

NO.

PROJECTSTATE

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BYREVISIONS

BY

DATENO.

REVISIONS

N

K S \m r s (1

B r id g e \R

G

\C

A

F il e s \D

G N

F il e s \R

G p e .d

RG3186-

KS

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

LAKE ROAD SAFETY

KS FLAP MRS 10(1)

CANNING CREEK BRIDGE TRANSITION RAILING

COUNCIL GROVE LAKE

MORRIS COUNTY, KANSAS

of 4 JUNE 2020

GENERAL NOTES:

GENERAL NOTES

ESTIMATE NOTES:

Item

LNFT

Quantity Unit Notes

LNFT

ESTIMATE

D. GERMANI B. ROBINSON K. EIKERMANN 2 B

Reinforced Concrete Endblock 30

S2

No Scale

BAR BEND DIAGRAMS

WEIGHT

LBS

BAR MK QTY LENGTH

BENT BARS

TOTAL

167#4R1 36 6’-11"

#4R2 4

#5R4 16 7’-2" 120

REINFORCING BAR DETAILS

NONE

Based on anchorage embedment depth of 6".

Adjust if necessary.

#5R3

7"

#4R2

#4R1

#4R1 #4R2

5"

#5R3 16 120

STRAIGHT BARS

6’-9"

"2

"4 36’-7 "4

"4 17’-2

Structure Transition Railing

(1)

(2) hardware required for construction of the structure transition railing.

nested w-beam guardrail, timber posts, timber or polymer blocks, and all connection

Includes cost of steel terminal connector, thrie beam guardrail, transition guardrail, Also includes cost of epoxy resin anchorage system and expansion joint filler.

length = 30 ln ft. Also includes cost of reinforcing steel, estimated weight = 425 lbs.

Includes removal of existing concrete curb and steel bridge railing on wingwalls, estimated

(2)

(1) Morris County, Kansas, dated April 1962.

For additional information on existing bridge see Canning Creek Bridge, Morris County Roads, EXISTING BRIDGE PLANS:

Preformed expansion joint material shall conform to AASHTO M213.

inch, unless noted otherwise on the plans. All concrete shall be made with Type II cement. 4 3Chamfer exposed edges of all concrete

All cast in place concrete shall be minor structure concrete with a minimum 28-day compressive strength f’c=4000 psi.

CONCRETE:

covering to the face of any bar shall be 2 inches, unless noted otherwise on the plans.

All reinforcing steel shall conform to AASHTO M31 or M322, Grade 60 deformed. The minimum concrete

REINFORCING STEEL:

CONCRETE: 150 lbs. per cubic foot.

DEAD LOAD:

DESIGN: AASHTO LRFD Bridge Design Specifications 8th Edition, 2017.

SPECIFICATIONS:

N

K S \m r s (1

B r id g e \R

G

\C

A e s \D

G N

F il e s \R

G g n .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

LAKE ROAD SAFETY

KS FLAP MRS 10(1)

CANNING CREEK BRIDGE TRANSITION RAILING

COUNCIL GROVE LAKE

1’-0"4"

D. GERMANI B. ROBINSON K. EIKERMANN

UNLESS NOTED

" = 1’-0"4

SECTION B-BSECTION A-A

A B

C3

11"

6’-6"

5" removed blockouts to be

Existing rail and Concrete to be removed removed

Concrete to be

Top of Rdwy.

Top of Rdwy.

Top of Rdwy.

removal for concrete

Saw cut line removal for concrete

Saw cut line face of wingwall

Cut bolts flush with

(Wingwalls A, C and D similar)

6" 6"

" of wingwall

Cut bolts flush with top

A B

(Wingwalls A, C and D similar) removal for concrete

Saw cut line

NOTES:

RAILING ENDBLOCK

E

D

CD

8" 1’-9"

E

C

1" expansion joint filler

#4R1

#4R1

#4R2 other face traffic face traffic face other face

S3

WINGWALL B ELEVATION - NEW ENDBLOCK (TRAFFIC FACE)

WINGWALL B ELEVATION - EXISTING RAILING (OTHER FACE)

bridge rail removal

Pay limit of exisiting

SECTION C-C

11"

Top of Rdwy.

11"

Sawcut line traffic face other face

Rdwy.

Top of

SECTION D-D

Top of Rdwy.

11"

Sawcut line traffic face other face other face)

#5R4 (4 tot.

traffic face)

#5R3 (4 tot.

traffic face)

#5R3 (4 tot.

other face)

#5R4 (4 tot.

VIEW E-E

7’-6"

"2 18 8" traffic face

#4R1

#4R2

#5R3

#5R4 #4R1 other face

"1" expansion joint filler endblock pay limit

Reinforced concrete 7’-6" railing

Existing bridge

(typ.)

#5R4 other face

#5R3 traffic face

7’-6" railing

Existing bridge

"2 14"2

= 6’-0", #4R1 8 spa. @ 9" 9" epoxy resin. See notes.

existing concrete with

#4R1 anchored into epoxy resin. See notes.

existing concrete with

#4R1 anchored into

See RG3186-B for reinforcement bar details.

and constructing endblock.

Submit to CO for approval prior to ordering reinforcement and shall provide tensile capacity of reinforcement.

reinforcing bars shall conform to ASTM C881, Type IV, Epoxy resin bonding system for installation of new vert.

of zinc are not acceptable.

Specification DOD-P-21035A. Spray can applications brush coat of zinc-rich paint meeting Military existing concrete curb and steel railing with one full

Paint all steel surfaces left exposed after removal of

See Plan View on RG3186-D for additional details.

with top of wingwall.

Cut #4 curb ties flush

N

K S \m r s (1

B r id g e \R

G

\C

A e s \D

G N

F il e s \R

G e n d b lo c k .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

LAKE ROAD SAFETY

KS FLAP MRS 10(1)

CANNING CREEK BRIDGE TRANSITION RAILING

COUNCIL GROVE LAKE

NONED. GERMANI K. EIKERMANNB. ROBINSON

6"

E .W .S

Transition Section

8" 1’-9"

"4

18’-9" Thrie Beam section

W-Beam Guardrail (MGS)

" spacing2 13’-1

6"x12"x19" Blockout

6’-3" spacing

No bolt

Bolt "D" (Steel Post)

6’-0" posts with 6"x12"x14" blockouts

12’-6" Nested (12 ga.) Thrie Beam

" spacing4 31’-6

W-Beam (12 ga.) Guardrail (MGS height)

6’-0" posts with 6"x12"x19" blockouts

Midspan Guardrail splice Midspan Guardrail splice

(10 ga.)

Transition Section

Nested W-Beam Guardrail (MGS)

(12 ga.)

Nested W-Beam Guardrail

Thrie Beam

Single (12 ga.)

6"x8"x19" Blockout

Thrie Beam Guardrail

6"x12"x19" Blockout

Thrie Beam Guardrail

T e r m in a l

C o n n e c to r

T h r ie B e a m

@ 3’-11#2" spacing

6"x8"x19" blockouts

7’-0" posts with

Roadway

6"

" Dia. hex nuts (5 req.)8

7’-6"

"2

8"

Direction of traffic

" Dia. washers (5 req.)8

Rectangular washers (5 req.)

" Dia. x 14" hex head bolts (5 req.)8

Bolt "D"

1"

4"

"8

"43

12"12"

(4’-0" Minimum)

Variable or polymer block

Treated wood if 2 holes)

(No bolt x 6’-0" post

W6x8.5 or W6x9 or polymer block

Treated wood

"32

"4

R

" Tolerance16 1"16

Neutral axis"32

S y m m a b o u t

C

" Tolerance16

"4

"16

Neutral axis

S y m m a b o u t

C

" R16

" R

" R8

" R

" R16

"4 14 3"

7 "

"4

"4

2’-6"

2" 8"

"2 11"2

3"

1"

"16

3"

1" Dia. holeNeutral axis

1" Dia. holes

"4 14 "4

142" 2""4

14 "4

2" Min.

2" Min.

" Slotted hole2 1" x 24

"2 17’-3

"2 13’- 1 "2

13’- 1

"2 112 "2

15’- 2

(Optional)

" Post bolt slotted holes2 1"x 24 on Terminal Connector only.

Rectangular washer to be used

PARTIAL ELEVATION

(STEEL POST)

SECTION C-C

SECTION C-C (BLOCKOUTS)

PLAN VIEW

SECTION A-A

TERMINAL CONNECTOR

ASYMMETRICAL TRANSITION SECTION

ELEVATION

SECTION B-B

RECTANGULAR WASHER

(Other approved washer may be used.)

(From Thrie Beam to W-Beam rail) " Slotted holes Rotated 50° (Typical) (12 req’d.)4

3" x 132 29Optional

TYPICAL THRIE BEAM

THRU RAIL ELEMENT

" dia.4 3Note: All holes

PARTIAL PLAN

Holes

" Slotted 8 1" x 132

29C L

" Slotted holes8 1" x132

29C L

L

L

B

B

A

A

A

A C

C

B

B

Un-nested guardrail

Use Steel Posts

Bridge transition railing pay length = 37’-6"

TO CONCRETE ENDBLOCK

GUARDRAIL ATTACHMENT

4 D

S4

GENERAL NOTES:

drawing no. RD613A "Details of Thrie Beam to (MSG) Guardrail Transition".

The details on this sheet are adapted from Kansas Department of Transportation

(MGS) guardrail run.

ation use (MGS) W-beam guardrail with only one post type used within hardware with post sizes and location shown. For the remainder of install-

1- Thrie beam to W-beam Asymmetrical transition section, use associated

1- 12’-6" thrie-beam section nested in back of 18’-9" section (See Layout), Bridge to guardrail transition consists of 1- 18’-9" thrie-beam with final configuration, lap rail splices in the direction of permanent traffic.

traffic. Where traffic is temporarily carried in the opposite direction of

Lap guardrail splices, including terminal connector, in the direction of

Shop bend curve rails when radius is less than 150’.

has the same section as thrie beam guardrail.

Fabricate Terminal Connector from 10 gauge steel. The connector independent from the remainder of the installation.

installation. The blockout size and material used in the guardrail end terminal may be with wood or composite blockouts used throughout the remainder of the w-beam

Wood blockouts may be used through the 25’-0" thrie-beam section parts that are interchangeable with similar parts regardless of source or manufacturer.

Use galvanized anchor bolts and post rail fittings. Supply guardrail

Use galvanized 12 gauge steel rail elements unless otherwise noted.

See Special 617-A (Standard Drawing RD611A) for steel post details.

RAILING

STRUCTURE TRANSITION

N

K S \m r s (1

B r id g e \R

G

\C

A e s \D

G N

F il e s \R

G tr a n s it io n r a il .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

LAKE ROAD SAFETY

KS FLAP MRS 10(1)

CANNING CREEK BRIDGE TRANSITION RAILING

COUNCIL GROVE LAKE

(MGS) DETAILS

GUARDRAIL POST (STEEL)

617-A hinge point.

from back of post to slope

3. Install post with 2' (typ.)

with 'contract specifications'.

'standard specifications'

2. Replace all references to

'CO' in the General Notes.

1. Replace 'Engineer' with

NOTE:

T1

STATE PROJECT

P

M N K

S m r s R o a d w a y C

A D

D S h e e ts T A .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r C h r is ti n e .B la c k

NUMBER

SHEET

KS

NO SCALE

TEST LEVEL

L

PLAN

6.

5.

4.

3.

2.

1.

embankment

Edge of widened embankment

Edge of widened

PLAN

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

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

Tangent line projected from the o r f la tt e r

V

H

Hinge point line

See Note 3

Length of Need

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent

Back of post o r f la tt e r

V

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 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

(FT)

m in m in

12'-6"

12'-6" m in

50 (for MGS)

37.5 or 50 (for G4)

3 (> 45 mph)

2 (≤ 45 mph)

(min.)

10'-0"

C617-20 m in

AND GRADING

TYPE TANGENT TERMINAL

W-BEAM GUARDRAIL

MGS AND G4

STATE PROJECT

P

M N K

S m r s R o a d w a y C

A D

D S h e e ts T C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

DETAIL

U.S. CUSTOMARY DETAIL

U s e r C h r is ti n e .B la c k

NUMBER

REVISED:

DETAIL APPROVED FOR USE 04/2020

KS

LAKE RD SAFETY PROJECT

KS FLAP MRS 10(1)

T2

NOTE:

Back of post

Front of rail face

Front of rail face

PREFERRED GRADING

See Note 6

Guardrail terminal grading

Hinge point line

ALTERNATIVE GRADING

Post section

Standard

L

See Note 6

Guardrail terminal grading

Varies by manufacturer end of terminal not shown.

Terminal posts and

Varies by manufacturer end of terminal not shown.

Terminal posts and

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2 the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

Maintain two-way traffic during all non-work hours except as approved by the CO.

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

B

A as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional)

W13-1P

(optional)

W13-1P xx

MPH

xx

MPH

types.

Refer to the statement of work for allowable retroreflective sheeting

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

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

T3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

LAKE RD SAFETY PROJECT

KS FLAP MRS (1)

KS

U

S C

N K

S m r s R o a d w a y C

A D

D S h e e ts T S td

.d g n

M

J u n e

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

Flagger location the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

For project specific minimum width, refer to the statement of work.

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

50' - 100' 50' - 100' (optional)

See Note 6

10' min.

STATE PROJECT

NUMBER

SHEET

T4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

LAKE RD SAFETY PROJECT

KS FLAP MRS 10(1)

KS

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

M

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD