Plans - NP SER PMS FY23(1).pdf

PLANS FOR PROPOSED PROJECT

NPS PMIS NO. 327260

AND JACKSON COUNTY, MISSISSIPPI

COUNTIES, FLORIDA

ESCAMBIA AND SANTA ROSA

NATIONAL

PARK

SERVICE

Project Manager

Ramesh Kotadia

Lead Designer

Chris Burnell

Highway Design Manager

Jamal Ghazi Alam

INDEX TO SHEETS

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SEPTEMBER, 2023

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

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 patching, pavement markings, and other miscellaneous work.

Work consists of pavement micro surfacing, thin-lift overlay, of identified roadways including pull-off and parking areas.

This project consists of the pavement preservation

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 10.722 miles

SPECIFICATIONS:

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

ROAD:

Title Sheet

Symbols And Abbreviations

Location Map

Typical Section

Summaries and Schedules

Temporary Traffic Control Plan

DESCRIPTION

SHEET

NO

A01

A02-A03

A04-A07

B01-B02

C02-C10

S01-S08

M01 Erosion and Sediment Control Narrative

C01 Tabulation of Quantities

N

KEY MAP

STATE OF MISSISSIPPI

MELBOURNE

FT. LAUDERDALE

MIAMI

FORT MYERS

ST. PETERSBURG

TALLAHASSEE

JACKSONVILLE

ORLANDO

HOLLY

SPRINGS TUPELO

P A

R K

W A

Y

T R

A C

E

DELTA

N

ATCH

EZ

NATCHEZ

JACKSON

MERIDIAN

GULFPORT

VICKSBURG

KEY MAP

STATE OF FLORIDA

NP SER PMS FY23(1)

MISSISSIPPI ALABAMA

FLORIDALOUISIANA

NO SCALE

38.658

(See Location Maps)

NO SCALE

LANE MILES:

NP SER PMS FY23(1)

N01-N02

Standards And Details fddfd cvccvcdf.

Call Sunshine811 prior to digging:

811 or (800) 432-4770 (FL) www.sunshine811.com

Call Mississippi811 prior to digging:

811 or (800) 227-6477 (MS) www.ms811.com

N

GULF ISLANDS NATIONAL SEASHORE

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

GULF ISLANDS NATIONAL SEASHORE

ROADS AND PARKING AREAS IN

PAVEMENT PRESERVATION OF

NP SER PMS FY23(1)

:4

M

S e p te m b e r

T it le S h e e t

N P fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\A -N

P S

E R

P

M S

F

Y tt l.

d g n

STATE PROJECT

NUMBER

SHEET

FL/MS NP SER PMS FY23(1) A01

NPS Drwg No. 635/186839 NPS PMIS No. 327260

0.00EL.

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 original ground outside diameter out to out ordinary high water mark on center nominal maximum size aggregate normal crown north mon.

min.

max.

MP

MOD

ML

monument minimum maximum mile post modification main line spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south spa.

shldr.

sec.

SC

SADT

S

NMSA

NC

N

OG

OD

o. to o.

ohwm

o. c.

pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R.

R route right required reinforcement rolled erosion control product roadway right-of-way range radius 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 sym.

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SS

SRS

sqyd sqft 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

W west

1 6

1 6

SEC.

SEC.

E

N 0

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CO

CMP

CL

cc or c. to c.

brg.

br.

BP

BM

BK

appr.

AMD

AH

ADT

ACP

abut.

double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column contracting officer corrugated metal pipe centerline center to center bearing bridge balance point bench mark back approach amendment ahead average daily traffic asphalt concrete pavement abutment expansion joint excavation edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation elevation with number superelevation rate east flg.

fin.

flange finish exp. jt.

exc.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elev.

e

E θs Ø ∆c spiral central angle diameter curve central angle total central angle ftg.

galv.

ga.

HW

hex.

hdwl.

ID

jt.

footing galvanized gage (gauge) high water hexagon headwall inside diameter joint lat.

lam.

L latitude lamination length of curve

LW

lt. or LT Ls

LPSM

long.

LOD

low water left length of spiral lump sum longitudinal Limits of Disturbance

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees, Pine

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

:4 e p te m b e r

S

H E

E T

C

E n g in e e ri n g

S o ft w a re

\O p e n

R o a d s D e s ig n e r C

E

.1

\P ro je c t_

W o rk S e ts

\N P

S E

R P

M S

F

\d g n

\A

-A

-N P

S

E R

P

M S

F

Y s y m

.d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

NUMBER

SHEET

A02

NP SER PMS FY23(1)

N

AREA PATTERN

BIL Bipartisan Infrastructure Law

NPS National Park Service

LNFT Linear Feet

ADA Americans with Disability Act

SSW Single Solid White

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

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, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

DI

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Sheet 2 of 2

:5

S e p te m b e r

S

H E

E T fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\A -A

-N

P S

E R

P

M S

F

Y s y m

.d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

A03

Sheet 1 of 4NO SCALE

SEE DETAIL IN A06

AREA 4

SEE DETAIL IN A07

AREA 5

SEE DETAIL IN A05

AREA 1

SEE DETAIL IN A06

AREA 3SEE DETAIL IN A05

AREA 2

U.S. DEPARTMENT OF TRANSPORTATION

KEY MAP

GULF ISLANDS NATIONAL SEASHORE

F L O

R I D

A

A L

A B

A M

A

M I S

S I S

S I P

P I

:3 e p te m b e r

L o c a ti o n M a p fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\A -N

P S

E R

P

M S

F

Y lo c .d g n

LOCATION MAP

PROJECT

A04

Sheet 2 of 4NO SCALE

See Key Map on sheet A04

AREA 2

See Key Map on sheet A04

AREA 1

NN

AREA 1 AND AREA 2

:2 e p te m b e r

L o c a ti o n M a

C

E n g in e e ri n g S o ft w a re

\O p e n R o a d s D e s ig n e r

C E

.1

\P ro je c t_

W o rk

S e ts

\N P

S E

R P

M S

F \d g n \A

-N

P S

E R

P

M S

F

Y lo c .d g n

LOCATION MAP

PROJECT

A05

AREA 4

Sheet 3 of 4

See Key Map on sheet A04

AREA 3

NO SCALE

AREA 3 AND AREA 4

:2 e p te m b e r

L o c a ti o n M a

E n g in e e ri n g S o ft w a re

\O p e n R o a d s D e s ig n e r

C E

.1

\P ro je c t_

W o rk

S e ts

\N P

S E

R P

M S

F \d g n \A

-N

P S

E R

P

M S

F

Y lo c .d g n

LOCATION MAP

PROJECT

A06

AREA 5

Sheet 4 of 4

AREA 5

:3

J u ly

L o c a ti o n M a

E n g in e e ri n g S o ft w a re

\O p e n R o a d s D e s ig n e r

C E

.1

\P ro je c t_

W o rk

S e ts

\N P

S E

R P

M S

F \d g n \A

-N

P S

E R

P

M S

F

Y lo c .d g

LOCATION MAP

PROJECT

A07

NOTES:

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

CL

Existing Match

Existing

Match

Va rie sVaries

Existing asphalt concrete pavement

Limits of Construction

Varies

Existing ground (typ.)

Micro surfacing, type 2 existing in any direction.

percent, extend milling so finished treatment will have a slope no steeper than existing slope is steeper than 2.08 percent. If existing slope is steeper than 2.08 treatment will have a slope no steeper than 2.08 percent in any direction unless

Extend milling at accessible parking spaces and aisles to ensure the finished a 5 percent grade at any direction of the ramp approach.

Extend milling width at ADA accessible ramps to ensure that there is no more than

Transitional Milling Table or as directed by the CO.

Match existing sidewalk, ADA ramps and gutter elevations by milling according to

Install fiber rolls for inlet protection as directed by the CO. See Detail E157-04.

Do not disturb existing loop detectors or count stations within project limits.

according to Detail E414-01A at locations directed by the CO.

Prior to any paving or micro surfacing, perform crack cleaning, filling, and sealing cost to the Government.

Replace curb or gutter damaged during construction operations at no additional

CO and in accordance with Section 609.

Replace wheelstops damaged due to existing age and condition as directed by the operations at no additional cost to the Government.

storage, and replacement. Replace wheelstops damaged during construction

Take reasonable precautions to prevent damage to wheelstops during removal, as directed by the CO.

pavement markings according to Details E634-01A and E634-05 materials prior to micro surfacing. Place micro surfacing and replace

Remove thermoplastic pavement markings and other deleterious as directed by the CO after paving is completed.

Reset existing wheelstops or place new wheelstops if previously damaged be treated to ensure the micro surfacing is applied to the entire parking area.

Remove wheelstops and clean debris located within the area to of construction and verify with the CO.

Determine patching limits based on conditions encountered at the time pavement preservation operations.

gates, pillars and walkways from asphalt overspray during all stone walls, concrete barriers, concrete islands, manholes, cemetery

Protect all roadside elements such as curb and gutters, curbs, Furnish and place micro surfacing in accordance with Section 409.

footprint of the existing pavement.

extent of micro surfacing and thin-lift overlay. Limit work to the

Refer to Pavement Summaries and Schedules sheets for area and and Note 3

See Transitional Milling Table

CL

Existing Match

Existing

Match

VariesVa rie s

Varies

Existing asphalt concrete pavement

Limits of Construction

Varies

Existing ground (typ.)

#4 Sieve NMSA, <0.3 Million ESAL inch Asphalt Concrete Pavement, Gyratory Mix, -4

Tack Coat

(ft) *

Milling width

(in)

Milling depth

3 to 4

2 to 3

1 to 2

0 to 1

(Parking Areas)

TRANSITIONAL MILLING TABLE

* See Notes 13, 14, and 15

THIN-LIFT ASPHALT OVERLAY

PAVEMENT PRESRVATION TYPICAL SECTION

MICRO SURFACING

PAVEMENT PRESRVATION TYPICAL SECTION

See Note 3

U.S. DEPARTMENT OF TRANSPORTATION

AND THIN-LIFT ASPHALT OVERLAY

PAVEMENT MICRO SURFACING

:1 e p te m b e r

B fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\B -B

-N

P S

E R

P

M S

F

Y ty p .d g n

TYPICAL SECTIONS

PROJECT

B01

Do not disturb existing utilities.

surfacing.

Perform asphalt pavement patching prior to applying micro to Section 418.

Patch asphalt concrete pavement areas according with the CO.

encountered at time of construction and verify

Determine patching limits based on conditions by the CO. See Detail E157-04.

Install fiber rolls for inlet protection as directed

C

12" 12"

V a r ie s

L Road to distress

Patch saw cut parallel/perpendicular

Pavement replacement limits to edge of pavement of pavement, remove

<24" from the edge

If the patch limit is

PLAN VIEW

ASPHALT CONCRETE PAVEMENT PATCH

m in

Pavement Distress

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

SECTION A-A

full depth (typ.)

Saw cut vertical face subbase, or subgrade

Remove pavement to expose perimeter (typ.)

Apply tack coat to patch

3' min.

Varies

SECTION A-A

Apply tack coat between asphalt lifts

Place in 2 equal lifts, min.

thickness if the existing pavement is less.

(match depth of existing asphalt) or 4" min.

Asphalt concrete pavement, type I

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

for final surface treatment

See Pavement Preservation Typical Section

Existing Ground (typ.)

6"

3' min.

Varies a min. of 10"

Remove the pavement base and subgrade

Apply tack coat between asphalt lifts

Place in 2 equal lifts, min.

thickness if the existing pavement is less.

(match depth of existing asphalt) or 4" min.

Asphalt concrete pavement, type I for final surface treatment

See Pavement Preservation Typical Section perimeter (typ.)

Apply tack coat to patch

Existing ground (typ.)face full depth (typ.)

Saw cut vertical

Geotextile, class 2, type E

Limit of undercut crushed aggregate

Backfill with min. 6" pavement (typ.)

Existing asphalt concrete pavement (typ.)

Existing asphalt concrete

5.

4.

3.

2.

1.

U.S. DEPARTMENT OF TRANSPORTATION

PAVEMENT FULL DEPTH PATCH

TYPE 1 AND TYPE 2

GULF ISLANDS NATIONAL SEASHORE

NO SCALE

:1 e p te m b e r

B fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\B -B

-N

P S

E R

P

M S

F

Y ty p .d g n

TYPICAL SECTIONS

PROJECT

B02

:3 e p te m b e r

Q u a n ti ty

T a b u la ti o n S h e e t fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\C -N

P S

E R

P

M S

F

Y q ty

.d g n

TABULATION OF QUANTITIES

PROJECT

C01

Sheet 1 of 9

SCHEDULE A

:1

J u ly

P a v e m e fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\C -N

P S

E R

P

M S

F

Y q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C02

Sheet 2 of 9

SCHEDULE B

:1

J u ly

P a v e m e fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\C -N

P S

E R

P

M S

F

Y q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C03

Sheet 3 of 9

SCHEDULE C

:1

J u ly

P a v e m e fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\C -N

P S

E R

P

M S

F

Y q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C04

SCHEDULE D

Sheet 4 of 9

:1

J u ly

P a v e m e fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\C -N

P S

E R

P

M S

F

Y q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C05

Sheet 5 of 9

SCHEDULE A

:3 e p te m b e r

P a v e m e n t M a r k in g fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\C -N

P S

E R

P

M S

F

Y q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C06

Sheet 6 of 9

SCHEDULE B

:3 e p te m b e r

P a v e m e n t M a r k fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\C -N

P S

E R

P

M S

F

Y q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C07

Sheet 7 of 9

SCHEDULE C

:3 e p te m b e r

P a v e m e n t M a r k fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\C -N

P S

E R

P

M S

F

Y q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C08

SCHEDULE D

Sheet 8 of 9

:3 e p te m b e r

P a v e m e n t M a r k fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\C -N

P S

E R

P

M S

F

Y q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C09

Sheet 9 of 9

ALL SCHEDULES

:4

J u ly

C o n s tr u c ti o n S ig s fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\C -N

P S

E R

P

M S

F

Y q ty

.d g n

SUMMARIES AND SCHEDULES

PROJECT

C10

No new impervious surface will be created by work under this project.

be disturbed, contact the Contracting Officer (CO) before any disturbance.

Soil disturbing activities are minimal in this project and do not exceed 1 acre. If more than 1 acre will markings, and other miscellaneous work.

parking areas. Work consists of pavement micro surfacing, thin-lift overlay, patching, pavement

This project consists of the pavement preservation of identified roadways including pull-off and

Project Description

Response Center at 1-800-424-8802.

requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the material according to Federal, State, and local regulations.

waste materials. Do not dispose of hazardous waste materials into the on-site dumpsters. Dispose of

Store all hazardous waste materials in appropriate and clearly marked containers away from other non-battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water.

maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and

Hazardous waste will not be generated from normal construction activities. Equipment fueling and containers. Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.

Solid waste generated from the project will consist of construction debris, garbage, and empty prevent contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.

Inspect and maintain on a regular basis, all mechanized equipment used in or near surface water to

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

Wash-water from concrete, paint, curing compounds, and other construction materials

The following discharges are prohibited:

Prohibited Discharges

Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.

measures.

Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control

Do not allow construction vehicles to track sediment outside the project limits.

No construction access will be permitted through a wetland or waterway.

Officer (CO).

Do not modify the type, size, or location of any control or practice without prior approval from the Contracting for Construction of Roads and Bridges on Federal Highway Projects, FP-14, and the Special Contract Requirements.

measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The

The work consists of applying measures throughout the life of the project to control erosion and to minimize the

The Erosion & Sediment Control Narrative is meant as a guideline for preventing erosion and controlling sediment.

General Guidelines construction limits.

does not leave the project site. Perimeter controls include fiber roll and other specified measures outside the

Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment

Phase I Establish Perimeter Controls

Sequence of Construction

Remove all other perimeter controls when directed by the CO.

Remove fiber roll only after all upslope areas are stabilized and vegetation is well established.

Remove all devices used for dewatering.

Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized channels.

disturbed areas where vegetation has not established.

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas.

Finish grading, place riprap, and apply permanent turf establishment to any remaining

After completion of roadway construction, do the following as directed by the CO:

Phase III Final Construction / Stabilization and staging areas.

Provide watering for dust control within the construction limits, on active haul roads, and in pits completed culverts.

grade and are stabilized (with vegetation, riprap, or pavement) before routing drainage through

Upon completion of culverts, ensure that culvert entrances, outlets, and outlet channels are at final

Install inlet protection prior to diverting water through inlets.

storm runoff.

At the end of each day’s grading operations, shape earthwork to minimize and control erosion from

625.

days within 7 days. Apply permanent turf establishment to the finished slopes according to Section Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar along the roadway.

the culverts as called out in the Erosion and Sediment Control plans. Install filter berms in ditches Apply intermediate controls during rough grading operations. Install fiber foll in areas surrounding

Phase II Intermediate Controls

Record the inspection date and summary of findings within 24 hours of completing a site inspection.

the device. Dispose of the sediment legally off-site.

Fiber Roll - Remove sediment deposits from behind the fiber roll when they are half the height of end of the day.

0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of according to Section 157, the details shown in the plans, and the individual permitting requirements.

Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices

Maintenance and Inspection Procedures

:2

J u ly

U

S

S u r_ ft

D fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\M -N

P S

E R

P

M S

F

Y e s c n a r.

d g n

CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M01

5. See Detail E635-01 for temporary traffic control sign mounting requirements.

4. Place Bipartisan Infrasture Law Sign at the beginning and end of project. See Detail E635-15.

3. Install signs at locations directed by the CO.

2. See Section 156 for temporary traffic control requirements.

1. See Sheet N02 for temporary traffic control closure details.

:3 e p te m b e r

N

E n g in e e ri n g

S o ft w a re

\O p e n

R o a d s D e s ig n e r

C E

.1

\P ro je c t_

W o rk S e ts

\N P

S E

R P

M S

F

\d g n

\N

N P

S E

R P

M S

F Y

(1 tt c .d g n

PROJECT

N01

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

TEMPORARY TRAFFIC CONTROL

Varies

500'

500'

CLOSED

PARKING CLOSED

PARKING

(Mounted on Type 3 Barricade)

48"x30"

R11-2 (Modified)

(Mounted on Type 3 Barricade)

48"x30"

R11-2 (Modified)

AHEAD

CLOSED

PARKING

36"x36" W20-3 (Modified)

AHEAD

CLOSED

PARKING

36"x36" W20-3 (Modified)

TYPICAL PARKING AREA CLOSURE

500'

500'

TYPICAL ROAD CLOSURE

CLOSED

ROAD

(Mounted on Type 3 Barricade)

48"x30"

R11-2

AHEAD

CLOSED

ROAD

36"x36" W20-3

CLOSED

ROAD

(Mounted on Type 3 Barricade)

48"x30"

R11-2

AHEAD

CLOSED

ROAD

36"x36" W20-3

Barricade Type 3 (typ.)

Barricade Type 3 (typ.)

NO SCALE

:4 e p te m b e r

N fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\N

N P

S E

R P

M S

F Y

(1 tt c .d g n

PROJECT

N02

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

TEMPORARY TRAFFIC CONTROL

2%

3%

4%

5%

33'

22'

16'

13'

INLET PROTECTION

set under drain inlet.

Non-woven filter fabricFl ow

FlowFlow

Fl ow

F lo w

F lo w

PLAN VIEW

Area

Undisturbed

Flow

Flow

** Adjust spacing as approved based on site conditions

* Do not install check dams on grades below 2%

50'

33'

25'

20'

PLAN VIEW

FIBER ROLL CHECK DAM

20 ft

15 ft

10 ft1V:2H or Steeper

1V:4H - 1V:2H downslope stakes equidistant between

Upslope stake, place

Flow

8' max

Flow

4' max

Contour line (typ.)

E157-04 height of roll2 1to

Wood mulch or compost

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

See Note 11 ends and 36" o.c. (typ.)

Gravel bag weights at

See Note 6

Wood stake (typ.)

FIBER ROLL CHECK DAM CROSS SECTIONS

V-DITCH TRAPEZOIDAL DITCH

ENTRENCHED INSTALLATION

FIBER ROLL ISOMETRIC VIEW

requirements of Subsection 713.13.

Provide gravel bag weights meeting the inlet protection detail.

use gravel bags to support them as shown on the

When fiber rolls are required on paved surfaces, months after installation.

installation and photodegradable fiber rolls 12

Replace biodegradable fiber rolls 6 months after one-half the height of the exposed fiber roll.

Remove sediment deposits when accumulation is ends 12 inches minimum and stake.

When more than one fiber roll is needed, overlap

Subsection 713.08(a).

Furnish wood stakes meeting the requirements of ground and 3 inches protruding above the roll.

length to attain a minimum of 12 inches into the section of 2-inch x 2-inch and of sufficient

Use wood stakes with a minimum nominal cross alignment.

least 8 feet upslope at 45 degrees to the main contours. Extend both ends of the fiber roll at

Place fiber rolls on level grade and parallel to along the fiber roll.

mulch or compost on uphill side of the slope

For untrenched installation, blow or hand place the fiber roll.

1-inch that may interfere with proper function of including rocks, clods, and debris greater than

Prior to installation, clear all obstructions a minimum 12-inch diameter.

For drain inlet protection, use fiber rolls with

Use fiber rolls with a minimum 8-inch diameter.

Subsection 713.12.

Provide fiber rolls meeting the requirements of

NOTES:

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

UNTRENCHED INSTALLATION

SLOPE MAX INTERVAL

1V:4H or Flatter

LENGTH ABOVE FIBER ROLLS

MAXIMUM ALLOWABLE SLOPE

SPACING TABLE

FIBER ROLL CHECK DAM

*GRADE

DITCH SPACING (S)

CHECK DAM

8" HIGH 12" HIGH

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, the diameter of the roll (max.)

1Trench into ground

1' (min.)

12" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 2' (max.)

(typ.)

Fiber roll

FIBER ROLL OVERLAP

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

FIBER ROLL

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2016

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:5

J u ly

S h e

P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\S td

-D e t\ s t1 d e ta il .d g n

EFLHD DETAIL

PROJECT

S01

CRACK SEALING AND FILLING

CRACK SEALING CRACK FILLING

1" and greater

Less than 1"

See Note 3

Seal crack with hot applied crack sealant

" below existing surface 4 " to8

Fill crack with hot applied crack filler to

Screed material to 8" to

4" below existing surface

ASPHALT PAVEMENT

CRACK SEALING AND FILLING

E414-01A

NO SCALE

NOTES:

1.

2.

3.

4.

Prepare cracks for sealing and filling according to Section 414. Follow manufacturer's recommendations for sealing and filling cracks.

Force crack repair material into cracks to ensure adhesion to existing surface.

See Subsection 414.06 for minimum crack width.

Squeegee excess crack sealing and filling material left above the surface.

Do not overband cracks.

from the existing surface

Squeegee excess material

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:4 e p te m b e r

S f h f l1 f il e s e r v e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \n p s s e r \p m s f y

\H

W Y

D

E S

\C A

D D

\S td

D e t\ s t4

A d e ta il .d g n

EFLHD DETAIL

PROJECT

S02

"R2

"R8

1" Grout

" Sealant 2

PLAN VIEW

SECTION B-B SECTION A-A

See Note 3

Steel rod

1" R

"4 surface

Pavement "

See Note 4

#4 Reinforcing steel (typ.)

1' (typ.)

" (typ.)16

72 A

A

BB

6' - 7'

1' 1'-6"1'1'-6"

1' 1'

" (typ.)2

" (typ.)2

PLAN VIEW

C

C

SECTION C-C

Formed hole for pin (typ.)

Formed hole for pin (typ.)

Formed hole for pin (typ.)

" Sealant 2

1" Grout

See Note 3

Steel rod

"R8

1" R

1 surface

Pavement

"R2

2" "8

"4

"4

2"

"8

4"

See Note 4

#4 Reinforcing steel (typ.)

"8

6' - 7'

' - 7

Wheelstop

W h e e lsto p

Varies obstructions as directed by the CO.

* Increase distance for wall or other

"2

HEAD-ON PARKING

ANGULAR PARKING

Edge of pavement

WHEELSTOP LAYOUT

CONCRETE WHEELSTOP WITH DRAIN

CONCRETE WHEELSTOP WITHOUT DRAIN

Stall lines

Stall lines

6" (min.)*

1' 1'1'-6" (typ.)

Edge of pavement

CONCRETE WHEELSTOP

NOTES:

3.

2.

1.

1 inch of ends of wheelstop.

Extend the reinforcing steel to within

Subsection 609.08.

-inch steel rods according to 4 steel or

Pin the wheelstops with No. 6 reinforcing the approval of the CO.

to meet manufacturer's standards with

Variations in wheelstops will be allowed perpendicular to stall lines.

Center wheelstops between and

6' - 7'

6' - 7'

"4

E609-03

4.

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:4

J u ly

S h e

P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\S td

-D e t\ s t6 d e ta il .d g n

EFLHD DETAIL

PROJECT

S03

SYMBOLS AND WORDS

PAVEMENT MARKINGS

E634-01A

14"12"14"

12"30"30"

33"

27"

R

12"30"30"

33"

R

R

27"

8"

6'

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

4" (typ.)

4" (min.)

7'

6'

(t y p

8'

(t y p

4" (min.)

4" (typ.)

TURN ARROW SYMBOLSTRAIGHT ARROW SYMBOL

COMBINATION SYMBOL

STRAIGHT/TURN ARROW

TRIANGLE SYMBOL

YIELD AHEAD

ACCESSIBILITY SYMBOL

(typ.

TYPE

PAVEMENT MARKING AREAS

12.2

SQFT

"STOP" WORD MESSAGE "YIELD" WORD MESSAGE "ONLY" WORD MESSAGE

"AHEAD" WORD MESSAGE "SCHOOL" WORD MESSAGE

6'-9"

9'-9" with Directional Arrow Bicycle Lane Marking

"YIELD" Word Message Marking

"STOP" Word Message Marking

"SCHOOL" Word Message Marking

"ONLY" Word Message Marking

"AHEAD" Word Message Marking

Yield Ahead Triangle Symbol (V≥45 mph)

Yield Ahead Triangle Symbol (V<45 mph)

Turn Arrow Symbol

Straight/Turn Arrow Combination Symbol

Straight Arrow Symbol w/ Symbol, blue background, and white border w/ Symbol and blue background w/ Symbol only

Accessibility Symbol:

NO SCALE

NOTES:

3.

2.

1.

and white border

(c) w/ Symbol, blue background, background; or

(b) w/ Symbol and blue

(a) w/ Symbol only;

following configurations:

otherwise by the CO in one of the as indicated in the plans or directed Provide Accessibility Symbol marking edition.

"Standard Highway Signs", latest symbols in accordance with the Place all letters, numerals, and

Devices'' (MUTCD), latest edition.

''Manual on Uniform Traffic Control markings in accordance with the Place pavement word and symbol

(m in

24" (min.)

3" (min.)9" R

3"R

3"R

See Note 3 Blue background

See Note 3 White border

R 6"

(typ.)

See Note 3 Accessibility symbol

3'-9" (typ.)

3" R

24"

3.33'

8"

WITH DIRECTIONAL ARROW

BICYCLE LANE MARKING

:5 e p te m b e r

S h e

P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\S td

-D e t\ s t6 d e ta il .d g n

EFLHD DETAIL

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

PROJECT

NP SER PMS FY23(1) S04

R7-8

R7-8P

R7-8

R7-8P

R7-8

R7-8

R7-8P

R7-8

R7-8

R7-8P

R7-8

R7-8P

R7-8

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

PARKING

RESERVED

ACCESSIBLE

VAN

RESERVED

PARKING

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

RESERVED

RESERVED

PARKING

45 60 75 90 o o o o

25' 22' 20' 18.5'

9.3' 9.0'

CHART B

A A

NO SCALE

SINGLE PARKING SPACE

HEAD-ON PARKING WITH VAN ACCESSIBLE AISLE

DOUBLE PARKING SPACE

ANGULAR PARKING WITH VAN ACCESSIBLE AISLE

DOUBLE PARKING SPACESINGLE PARKING SPACE

See Note 3

Install perpendicular curb ramp

" (typ

" (typ

(t yp

(t yp

See Note 3

Install perpendicular curb ramp

See Note 3

Install perpendicular curb ramp

Van accessible aisle

HEAD-ON PARKING ANGULAR PARKING

5' (min.)

See Note 2

Wheelstop (typ.)

See Note 2

Wheelstop (typ.)

See Note 2

Wheelstop

S e e N o te

W h e e lsto p

' (m in

B

5' (min.)

11' (min.) 9' (min.)

2' (typ.)

6'' (min.)

S e e N o te

W h e e lsto p

See Note 2

Wheelstop

See Note 6 space symbol (typ.)

Accessibility parking

.5

NOTES:

SIGNING IN PARKING AREAS

PAVEMENT MARKINGS AND

Top of existing ground striping (typ.)

4" solid white

4" solid white striping (typ.)

striping (typ.)

4" solid white striping (typ.)

4" solid white

Sign post (typ.)

SIGN MOUNTING

H e ig h t*

* See Notes 4 and 5

6.

5.

4.

3.

2.

1.

Mounting view

See Sign

Mounting view

See Sign

Mounting view

See Sign

CHART A

Spaces

Van-Accessible

Minimum Number of

1 to 25

26 to 50

51 to 75

76 to 100

101 to 150

151 to 200

201 to 300

301 to 400

401 to 500

501 to 1,000 Spaces

2% of Total Parking

Over 1,000 100 over 1,000

20 Plus 1 for each

Accessible Spaces

One out of every 6

Accessible Spaces

One out of every 6 of Accessible Spaces

Minimum Number

Angle (A)

Minimum Length of Stall (B)

Stall Width (C), Parallel to Aisle 12.7' 10.4'

11' (min.)

in Parking Facility

Total Parking Spaces

MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES*

Special Report 125 (Figure 6.2)".

* Chart B based on dimensions recommended in "Parking Principles, and "2015 ABA Standards (Table F208.2)".

Accessible Design Standard (Table 208.02)"

* Chart A based on "2010 ADA Standards for

5' (min.) walkway5' (min.) walkway

PARKING LAYOUT DIMENSIONS FOR 9-FOOT STALLS*

S e e N o te s p a c e s y m b o l

A c c e s s ib il it y p a r k

See Note 6 space symbol

Accessibility parking

' (m in

Van accessible aisle

See Note 3

Install perpendicular curb ramp

4" solid white striping (typ.)

See Note 6 space symbol (typ.)

Accessibility parking parking space symbol details.

Refer to Detail E634-01 for accessibility additional sign mounting information.

Refer to Section 2A.18 of the MUTCD for height of 7 feet.

residential areas, provide a minimum sings installed in business, commercial, or provide a minimum height of 5 feet. For details. For signs installed in rural areas, Refer to Detail E633-01 for sign mounting for curb ramps details.

and the walkway. Refer to Detail ET 615-1 is located between the van accessible aisle

Install perpendicular curb ramp when curb recommendations.

according to the manufacturer's plastic and other types of wheelstops

Section 609 and Detail E609-03. Install

Install concrete wheelstops according to

(MUTCD), latest edition.

on Uniform Traffic Control Devices" markings in accordance with the "Manual

Install pavement striping and symbol

Van accessible aisle

Van accessible aisle

B '-7

'-7

6'-7' 6'-7' 6'-7'

6'-7'

C

9'

.5

B

'-7

'-7

.5

See Chart B See Chart B See Chart B m in w a lk w a y

5' (min.) walkway

B

(typ.)

6" (min.)

Mounting view

See Sign

Mounting view

See Sign

Mounting view

See Sign

A

90 90

A

E634-05

REVISED: AUGUST 2021

APPROVED: MAY 2011

DETAIL APPROVED FOR USE DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:4

J u ly

S h e

P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\S td

-D e t\ s t6 d e ta il .d g n

EFLHD DETAIL

PROJECT

S05

PORTABLE SIGNS

FIXED ROADWAY SIGNS

RURAL AREA URBAN AREA

BREAKAWAY SIGN SUPPORT

4'' x 4''

4'' x 6''

6'' x 6''

6'' x 8''

1.5''

3''

2''

None Required

D

4'

4'

5'

5'

10 20

1 Post 2 Post 3 Post 4 Post

165125

Sign panel

Traffic

Wood post (Fixed)

Holes (See Table) m in m in

Roadway m in m m

Sidewalk m

6' to 12' m

(See Notes 3 and 4)

POST SIZE

DIAMETER

HOLE (SQFT)

MAXIMUM SIGN AREA

POST SIZE TABLE

(min.)

6'-0''

(min.)

2'-0''

(min.)

2'-0''

NOTES:

7.

6.

5.

4.

3.

2.

1.

apart.

cannot be spaced a minimum of 7 feet multiple posts are required and the posts posts are considered non-breakaway if

Signs requiring 6- by 6-inch and greater non-breakaway signs.

Do not place holes in posts of the clearzone or shield with a barrier.

to post spacing, place the sign outside breakaway design cannot be used due the Breakaway Sign Support View. If

For 4- by 6-inch and greater posts, see sign mounting.

Company, utility poles may be used for

When approved by the CO and the Utility

7 feet above the pavement surface.

of the sign, mount the sign a minimum of

When parking is permitted within 200 feet

NCHRP Report 350 for crashworthiness.

sign supports meet the requirements of the approved by the CO. Ensure all portable mounted lower than fixed signs when vertical plane. Portable signs may be

Ensure sign mounts hold the sign face in a

Submit alternate details for portable signs.

All lumber dimensions are nominal.

larger than 10 square feet on double posts.

Mount signs that are wider than 3 feet or

(See Notes 6 and 7)

FIXED SIGNS 4'' X 6'' AND GREATER POSTS)(

E635-01

NO SCALE

SIGN MOUNTING

TEMPORARY TRAFFIC CONTROL

ROAD

AHEAD

WORK

DETOUR

AHEAD

M PH.. .

M PH.. .

ROAD

CLOSED

DETOUR

M PH.. .

CLOSED

AHEAD

LANE

RIGHT

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:4

J u ly

S h e

P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\S td

-D e t\ s t6 d e ta il .d g n

EFLHD DETAIL

PROJECT

S06

Traffic flow

Traffic flow not the advisory speed.

Approach speed based on the regulatory posted speed, *

Device spacing

Spacing Table)

(See Length and Channelizing devices

(optional)

BUFFER SPACE

Flagger location

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

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

WORK

ROAD

AHEAD

See Note 4

W20-1

ONE LANE

ROAD

AHEAD

xx

MPH

W20-4

(optional)

W13-1P xxx

FEET

W20-7

(optional)

W16-2P

Flagger location

WORK SPACE

TERMINATION AREA

ROAD WORK

END

See Note 4

G20-2 the buffer space.

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

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

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 as approved by the CO.

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

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

7.

6.

5.

4.

3.

2.

1.

(optional)(optional)

NOTE:SIGN SPACING TABLELENGTH AND SPACING TABLE

50' - 100' 50' - 100'

See Note 6

10' min.

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

100MPH FEET SPACING IN FEET

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED:

635-6

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

:1 e p te m b e r

S td

P R

O J E

C T

S \n p s s e r\ p m s fy

(1

H

W Y

D

E S

\C A

D D

\S td

-D e t\ s t6 d e ta il .d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NP SER PMS FY23(1) S07

5.5

4.

3.

2.

1.

conditions as approved by the CO.

location of signs may be changed to fit field

Install signs where shown in the plans. Final are vector-based, vinyl-ready.

approval by the CO. Ensure all pictographs

All incorporated pictographs are subject to mounting requirements.

Refer to Detail E635-01 for post and sign inches.

Unless otherwise noted, dimensions are

40 Sq. Ft.Area:

Background - Green (retroreflective)

Legend, Border - White (retroreflective)Colors:

2.3" Radius, 1.0" BorderDimensions:

0.92 Sq. Ft.Area:

Background - Blue (retroreflective)

Legend - White (retroreflective)Colors:

NO SCALE

E635-15

See USDOT Pictograph spaced 0.5-inch apart (typ.)

.5-inch stripesThree 0

See NPS Pictograph and Note 3

Background - White (retroreflective)

Border - White (retroreflective)

Legend - PMS 1615, Brown (retroreflective)Colors:

NPS PICTOGRAPH

13.56 68.88 13.56

5.78 84.44 5.78

3.38 89.24 3.38

21.5 53 21.5

30 36 30

BIL PROJECT FUNDING SOURCE SIGN

USDOT PICTOGRAPH

DETAIL APPROVED FOR USE

APPROVED: APRIL 2023

LAW SIGN LAYOUT, 8-FOOT

BIPARTISAN INFRASTRUCTURE

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:5

J u ly

D r a w in g s F o o

E n g in e e r in g

S o f tw a r e \O p e n

R o a d s D e s ig n e r C

E

.1

\P r o je c t_

W o r k

S e ts

\N P

S E

R P

M S

F

\d g n

\S td

D e t\ s t6

B

I L

F o o t.

d g n

EFLHD DETAIL

PROJECT

S08

.1

D

.7

D

E

M

E

M

.5

.6

13.5613.56

5.2 13.15 0.65

5.2 13.3 0.5

1.5

1.5

0.6C

0.6C0.6C

0.6C

1.1

1.1

1.1

1.1

13.3 0.5 levels:GSCOLORFILL|GSBWFILL|GSOUTLINE