Plans - NP SER PMS FY21(1).pdf

Title Sheet

Symbols And Abbreviations

Site Locations

Typical Section

Tabulation of Quantities

Erosion & Sediment Control Narrative

Standards And Details

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

NP SER PMS FY21(1)

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 46.94 Miles

SPECIFICATIONS:

miscellaneous work.

milling and overlay, pavement marking, and other sealing, micro surfacing, asphalt concrete patching, Work consists of crack cleaning and sealing, chip

Everglade National Park in the Southeast Region.

of 59.50 miles of roadway and parking areas within

This project consists of the pavement preservation

N

COLLIER, MIAMI-DADE, AND MONROE COUNTIES, FLORIDA

EVERGLADES NATIONAL PARK

PAVEMENT PRESERVATION OF ROADS AND PARKING AREAS IN

Know what'sbelow.

before you dig.Call

R

Administration

Federal Highway

U.S. Department of Transportation

SHEET

NO

A01

C01-C02

C03-C09

M01

N01-N04

S01-S19

LANE MILES:

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

Temporary Traffic Control PROJECT NP SER PMS FY21(1) and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

ROAD: Asphalt Concrete Pavement

SEPTEMBER 2021

Project Manager

Ramesh Kotadia

Lead Designer

Shoukat Nawaz

Highway Design Manager

Alondra Sierra

59.50 Miles

KEY MAP

STATE OF FLORIDA

SCALE IN MILES

MELBOURNE

FT. LAUDERDALE

MIAMI

FORT MYERS

ST. PETERSBURG

TALLAHASSEE

JACKSONVILLE

ORLANDO

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

GEORGIA

N

A02-A03

A05-A12

B01-B02

Summaries And Schedules

A04 Location Map

No Scale

NP SER PMS FY21(1)

UNESCO

WORLD HERITAGE SITE

EVERGLADES NATIONAL PARK

:5

P

M

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A01

NPS DRWG NO. EVER 160 177370 PEPC 101941 PMIS 317393, 318257

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

ML

monument minimum maximum mile post 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.

0.00EL. E

N 0

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION EVERGLADES NATIONAL PARK

SYMBOLS AND ABBREVIATIONS

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.

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 benck mark back approach 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

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A02

N

AREA PATTERN

EVERGLADES NATIONAL PARKEVER

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

SYMBOLS AND ABBREVIATIONS

NOTE:

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

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(1 s y m .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A03

SCALE IN MILE

0 12.5 25

EVERGLADES NATIONAL PARK

U.S. DEPARTMENT OF TRANSPORTATION

LOCATION MAP

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S e p te m b e r

A

L o c a ti o n M a p

S h e e t]

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A04

See Site Location 2

No work at this location

No work at this location

No work at this location

See Site Location 5

See Site Location 4

See Site Location 6

NO SCALE

SITE LOCATIONS

Sheet 1 of 8

M ia m i-

D a d e C o u n ty

M o n r o e C o u n ty

Collier County

:1

S e p te m b e r

A

K e y M a p

S h e

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(1

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D

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\A -A

N

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A05

EVER-0223

EVER-0224

N

EVER 0940

See View A View A

N

EVER-0929

Sheet 3 of 8

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S e p te m b e r

A

S it e

S h e

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N

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(1 lo c .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A06

4A

4B

N4

No work at this location

M ain Park Road

EVER-0228

EVER-0903

EVER-0904

EVER-0905

EVER-0010

NO SCALE

EVER-0430

EVER-0402

EVER-0403

EVER-0012

EVER-0909

Sheet 2 of 8

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A

S it e

S h e

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N

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A07

0 250 500

N

4A EVER-0228

EVER-0232LZ

EVER-0232AZ

EVER-0232BZ

EVER-0232CZ

EVER-0232DZ

EVER-0232EZ

EVER-0232FZ

EVER-0232GZ

EVER-0907AZ

EVER-0907BZ

EVER-0907CZ

EVER-0907DZ

EVER-0232HZ

EVER-0232IZ

EVER-0232JZ

EVER-0232KZ

EVER-0232Z

Homes te ad

.2

Mi le

GATE

TRAIL

EVER-0010

(Included in NP SER PMS FY22(1))

Sheet 4 of 8

:5

S e p te m b e r

A

S it e

B

S h e

P R

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(1

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D

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\C A

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\A -A

N

P S

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A08

0 1 2

EVER-0204

EVER-0910

EVER-0206

EVER-0911

EVER-0913

EVER-0914

EVER-0915

EVER-0010

Main Park Road

EVER-0205

Sheet 5 of 8

EVER-0912

:4

S e p te m b e r

A

S it e

S h e

P R

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(1

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D

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\C A

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\A

N P

S E

R P

M S

F Y

(1 lo c .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A09

SCALE IN FEET

0 500 1000

EVER-0010

M a in P a rk R o a d

B e a r L a k e R o a d

6A

6B

H o m e st e a d F lo ri d a

A p p ro x im a te ly M ile s

Sheet 6 of 8

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S e p te m b e r

A

S it e

S h e

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N

P S

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A10

0 100 200

N

EVER-0010

EVER-0408

EVER-0216

EVER-0922

EVER-0212

EVER-0921

EVER-0920C

EVER-0920B

EVER-0920A

EVER-0920F

EVER-0920E

EVER-0920D

EVER-0214

EVER-0215

EVER-0427

EVER-0213

6A

Sheet 7 of 8

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S e p te m b e r

A

S it e

A

S h e

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N

P S

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A11

0 250 500

EVER-0220Z

N

6B

EVER-0220AZ

EVER-0220BZ

EVER-0220CZ

EVER-0220DZ

EVER-0220EZ

EVER-0220FZ

M ai n

Pa rk R oa d

EVER-0218

Sheet 8 of 8

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S it e

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) A12

CL

Existing Match

Existing

Match

VariesVa rie sVaries

Tack coat

Existing asphalt concrete pavement

Limits of Construction

Varies

Existing ground (typ.)

NOTES:

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

CL

Existing Match

Existing

Match

VariesVa rie sVaries

Existing asphalt concrete pavement

Limits of Construction

See Detail B

Varies

Existing ground (typ.)

CAPE SEAL

CL

Existing Match

Existing

Match

Va rie sVaries

Existing asphalt concrete pavement

Limits of Construction

MICRO SURFACING, TYPE 2

Varies

Existing ground (typ.)

Micro surfacing, type 2 for cape seal pavement preservation treatment.

Place chip seal in accordance with Section 407 and overlay with micro surfacing 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 E634-01 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 from asphalt overspray during micro surfacing.

gates and pillars, walkways, and flagstone crosswalk on Tour Route stone walls, concrete barriers, concrete islands, manholes, cemetery

Protect roadside elements such as curb and gutter, stone curb, Mill to depth necessary to remove the OGFC (up to 1-inch).

Furnish and place micro surfacing in accordance with Section 409.

Limit work to the footprint of the existing pavement.

chip sealing, micro surfacing and mill and overlay.

Refer to the Pavement Summary sheets for area and extent of

-inch NMSA, <0.3 Million ESAL (PG 64-22)8 inch Asphalt Concrete Pavement, Gyratory Mix, -8

(See Note 3) and gutter or walkway

Existing concrete curb

Chip seal, type 2B

Micro surfacing, type 2

Existing asphalt concrete pavement

DETAIL B

ROADWAYS AND PARKING AREAS

ROADWAYS AND PARKING AREAS

MILL AND OVERLAY

ASPHALT CONCRETE PAVEMENT

ROADWAYS AND PARKING AREAS

Asphalt pavement milling. See Note 3.

Sheet 1 of 2

TYPICAL SECTIONS

:2

S e p te m b e r

B

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N

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(1 ty p .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) B01

NOTES:

A

C

12"

V a r ie s

L Road

Pavement Distress 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 PAVEMENT PATCH

m in

Tack coat

Varies

6"

Existing Ground

Limit of Undercut

Existing Pavement face full depth

Saw cut vertical

Asphalt concrete pavement, Type 1

FULL DEPTH PATCH, TYPE 1

ASPHALT PAVEMENT, BASE, AND SUBGRADE

SECTION A-A

pavement (typ.)

Existing asphalt concrete full depth (typ.)

Saw cut vertical face subbase, or subgrade

Remove pavement to expose

Tack coat (typ.)

3' min.

Varies

SECTION A-A

Apply tack coat between asphalt lifts)

(Match depth of existing asphalt

Asphalt concrete pavement, Type 2

Minor Crushed Aggregate

Backfill with min. 6"

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.

and subgrade a min. of 10"

Remove the pavement base

FULL DEPTH PATCH, TYPE 2

ASPHALT PAVEMENT

as directed by the CO and in accordance with Section 609.

8. Replace wheelstops damaged due to existing age and condition to the Government.

damaged during construction operations at no additional cost during removal, storage, and replacement. Replace wheelstops

7. Take reasonable precautions to prevent damage to wheelstops and E634-05 as directed by the CO.

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

6. Remove thermoplastic pavement markings and other as approved by the CO after paving is completed.

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

5. Remove wheelstops and clean debris located within

4. Perform asphalt pavement patching prior to applying micro surfacing overspray during micro surfacing.

and flagstone crosswalk on Tour Route from asphalt islands, manholes, cemetery gates and pillars, walkways, stone curb, stone walls, concrete, barriers, concrete

3. Protect roadside elements such as curb and gutter, with Section 409.

2. Furnish and place micro surfacing in accordance of the existing pavement.

extent of micro surfacing. Limit work to the footprint

1. Refer to the Pavement Summary sheets for area and

(See Typical Sections, Sheet 1 of 2) micro surfacing, type 2, or cape seal

Asphalt concrete pavement, (See Typical Sections, Sheet 1 of 2) micro surfacing, type 2, or cape seal

Asphalt concrete pavement, Tack coat (typ.)

Type 2, 2-inch depth

Asphalt concrete pavement, min. = ½ lane width

Pay limits of patching area

PARTIAL DEPTH PATCH,TYPE 3

ASPHALT PAVEMENT

pavement

Existing asphalt concrete

Existing aggregate base pavement (mill), 2-inch depth

Remove existing asphalt concrete

Geotextile, class 2, type E pavement

Saw cut existing

SECTION A-A

Sheet 1 of 2)

(See Typical Sections, Micro surfacing, type 2

TYPICAL SECTIONS

Sheet 2 of 2

12"

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NUMBER

SHEET

FL NP SER PMS FY21(1) B02

Sheet 1 of 2

SCHEDULE A SCHEDULE B

TABULATION OF QUANTITIES

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S e p te m b e r

T a b u la ti o n o f Q u a n ti ti e s

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) C01

Sheet 2 of 2

SCHEDULE C SCHEDULE D

TABULATION OF QUANTITIES

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S e p te m b e r

T a b u la ti o n o f Q u a n ti ti e s

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) C02

Sheet 1 of 7

SUMMARIES AND SCHEDULES

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S e p te m b e r

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) C03

Sheet 2 of 7

:5

S e p te m b e r

S u m m a r ie s a n d S c h e d u le s

S h e

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) C04

Sheet 3 of 7

S e p te m b e r

S u m m a r ie s a n d S c h e d u le s

S h e

P R

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(1

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\C -C

N

P S

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) C05

Sheet 4 of 7

S e p te m b e r

S u m m a r ie s a n d S c h e d u le s

S h e

P R

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N

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) C06

Sheet 5 of 7

S e p te m b e r

S u m m a r ie s a n d S c h e d u le s

S h e

P R

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) C07

Sheet 6 of 7

S e p te m b e r

S u m m a r ie s a n d S c h e d u le s

S h e

P R

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\C -C

N

P S

E R

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NUMBER

SHEET

FL NP SER PMS FY21(1) C08

Sheet 7 of 7

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) C09

construction limits.

does not leave the project site. Perimeter controls include silt fence 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

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

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

No new impervious surface will be created by the reconstructed roadway.

more than 1 acre will be disturbed, contact the Contracting Officer (CO) before any disturbance.

Soil disturbing activities are minimal in this project and do not exceed more than 1 acre. If micro surfacing, asphalt concrete patching, milling and overlay, pavement marking, and other miscellaneous work.

Everglade National Park in the Southeast Region. Work consists of crack cleaning and sealing, chip sealing, This project consists of the pavement preservation of 59.50 miles of roadway and parking areas within

Project Description

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

or clogged. Clean clogged inlet protection or replace clogged and damaged inlet protection as necessary.

Inlet Protection - Inspect to ensure that inlet protection remains firmly in place and is not damaged 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

Remove all other perimeter controls when directed by the CO.

Remove silt fence 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.

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 disturbed areas.

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

Phase III Final Construction / Stabilization areas.

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

Install inlet protection prior to diverting water through inlets.

Do not allow ponded water to encroach into the travel lanes.

within 7 days. Apply permanent turf establishment to the finished slopes according to Section 625.

Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days erosion problems.

The CO may direct the installation of certain controls in order to forestall or mitigate potential or existing

Phase II Intermediate Controls

U.S. DEPARTMENT OF TRANSPORTATION

CONTROL NARRATIVE

EROSION AND SEDIMENT

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SHEET

FL NP SER PMS FY21(1) M01

Sheet 1 of 3

Place advance signing according to Detail ET 635-1.

Temporary Traffic Control Parking and Road Closures Sheet.

6. Perform full road and full parking area closures as shown in the

5. Mount and install all signs in accordance with Detail E635-01.

regulations.

4. Install traffic control in accordance with the MUTCD and local from the CO.

closures on more than one route at a time without prior approval

3. Do not perform road, shoulder, camping pad, or parking area

EVER-0920D, EVER-0920E, and EVER-0920F.

EVER-0215, EVER-0216, EVER-0920A, EVER-0920B, EVER-0920C,

for the following routes:EVER-0212, EVER-0213, EVER-0214,

2. Multiple closures are allowed simultaneously, as approved by CO, closures from the CO at least two weeks prior to closures.

1. Obtain approval for road, shoulder, camping pad, or parking area

TEMPORARY TRAFFIC CONTROL

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NUMBER

SHEET

FL NP SER PMS FY21(1) N01

Sheet 2 of 3

Place advance signing according to Detail ET 635-1.

Temporary Traffic Control Parking and Road Closures Sheet.

5. Perform full road and full parking area closures as shown in the

4. Mount and install all signs in accordance with Detail E635-01.

regulations.

3. Install traffic control in accordance with the MUTCD and local from the CO.

closures on more than one route at a time without prior approval

2. Do not perform road, shoulder, camping pad, or parking area closures from the CO at least two weeks prior to closures.

1. Obtain approval for road, shoulder, camping pad, or parking area

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FL NP SER PMS FY21(1) N02

Sheet 3 of 3

Barricade Type 3 (typ.)

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

Barricade Type 3 (typ.)

500' 500'

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 depending on width of the entrance or exit.

2. Number of barricades required may vary entrance and exit or as directed by the CO.

1. Place barricades across parking areas and roadways

TYPICAL ROAD CLOSURE

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FL NP SER PMS FY21(1) N03

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD ROAD WORK

END

ROAD WORK

END

(EVER-0223)

Shark Valley Access Road

U.S. Highway 41

See Note 7

W16-8P

W20-1 over

NOTES:

sheeting types.

Refer to the Section 635 for allowable retroreflective 11.

approved by the CO.

State standards may be used as an alternative if 10.

has been obtained.

the client agency, verify that an encroachment permit

If signing on a roadway under a jurisdiction other than 9.

feet or in miles.

AHEAD" or may specify the distance to the work area in

The message on the W20-1 signs may be "ROAD WORK 8.

roads only).

on which the construction does occur (applies to major supplementary plaque indicating the name of the road which the actual construction work occurs, include a

If W20-1 is placed on a roadway other than that on 7.

applicable.

when not in use. Cover post-mounted signs when not

Do not store traffic control devices along the roadway 6.

crashworthiness.

meet the requirements of NCHRP-350 or MASH for

Ensure all sign supports exposed to impact by traffic 5.

recommended speed through the construction area.

warning signs as needed to indicate a maximum

Install advisory speed plates under the W20 series 4.

to fit the actual construction conditions.

Additional or different message signs may be required 3.

messages as required.

signs as determined by the CO for best results. Vary interfere with permanent signs, locate the warning

Where advance warning signs, placed as shown, 2.

construction work.

Erect all project advance warning signs before starting 1.

350' 350' 350'

G20-2

G20-2

See Note 7

W16-8P

W20-1 over

350'350'350'

U.S. DEPARTMENT OF TRANSPORTATION

TEMPORARY TRAFFIC CONTROL

WITH SHARK VALLEY ACCESS ROAD

U.S. HIGHWAY 41 INTERSECTION

© 2021 Microsoft Corporation © 2021 TomTom

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STATE PROJECT

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SHEET

FL NP SER PMS FY21(1) N04

NPS DRWG NO. EVER 160 177370 PEPC 101941 PMIS 317393, 318257

ACCESS ROAD

SHARK VALLEY

ACCESS ROAD

SHARK VALLEY

12" (typ.)

depth of 8" (min.)

2" x 2" wood frame

2" x 4" anchor (typ.)

2" x 4" weir

2" x 4" spacer (typ.)

2" x 4" wood frame

2" x 4" wood stud, used

SILT FENCE DROP INLET PROTECTION (TYPE A)

DROP INLET PROTECTION (TYPE B)

GRAVEL AND WIRE MESH

BLOCK AND GRAVEL DROP INLET PROTECTION (TYPE C)

BLOCK AND GRAVEL (TYPE D)

CURB INLET PROTECTION,

WOODEN WEIR (TYPE E)

CURB INLET PROTECTION,

SECTION A-A

SECTION B-B

SECTION C-C

water

Filtered

Overflow water

Filtered

Overflow

C

C

B

B

A A

Bury geotextile to a alternate weight

Sand bag or

Wire mesh

Wire mesh Concrete block

Wire mesh

Wire mesh

Wire mesh

Drop inlet with grate

Accumulated sediment

Sediment laden runoff

Filtered water

Curb inlet

Concrete block

Gravel filter

Accumulated sediment

Sediment laden runoff

Filtered water

Curb inlet

Curb inlet

Sandbag (typ.)

Wire mesh entire opening length)

Gravel (extends across

Wire mesh

Gravel filter

Gravel filter to retain concrete blocks

Geotextile

Frame

Drop inlet with grate

Gather excess at corners

Gravel filter

Sediment laden runoff

Accumulated sediment

Emergency overflow

ET 157-2A

NO SCALE

PROTECTION

TEMPORARY INLET

NOTES:

1.

inconvenience or damage.

ponding around the structure might cause are not expected. Do not use where locations where heavy concentrated flows

Use type B inlet protection only in sump locations only.

Use type A inlet protection in sump

-inch openings.2

- by 2

Use wire mesh with coarse aggregate.

For gravel filters, use 2- to 3-inch diameter

2.

4.

3.

FIBER ROLL INLET PROTECTION

set under drain inlet.

Non-woven filter fabricFl ow

FlowFlow

Fl ow

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

Gravel bag weights at

12" dia. (min.)

Fiber roll, min.

18" m in m a x

12" 18"

6'

2'-0"

2"

12" min.

Extend mesh below ground line

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(1) S01

EFLHD DETAIL

K VALUE TABLE (ft/in)

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

K

(MPH) *

POSTED SPEED

NOTE:

2 inches x 42.5 ft./in. = 85 feet.

Then the minimum transition length =

Effective overlay thickness = 2 inches

If the posted speed is 55 MPH

Example :

(Minimum transition length=30 feet) applies), to obtain the transition length.

Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever the posted speed of the roadway.

elevations) by the K value from the Table for

(difference between the existing and overlaid the effective overlay thickness in inches less than the value obtained by multiplying

Provide a transition length in feet that is not

E401-01

NO SCALE

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill)

NEW PAVEMENT

(Final course)

Asphalt overlay

(Depth equals overlay thickness)

Saw cut

Existing elevation (e2)

Overlaid elevation (e1)

(Full depth of existing asphalt pavement Saw cut

K Transition length variable (See table)

(for table e - e = effective overlay thickness)

OVERLAY

d

Existing asphalt pavement

Existing base course d1

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(depth 1)

Asphalt overlay

K Transition length (Variable, see Table)

(for Table, d - d = effective overlay thickness)

1 PAVEMENT TRANSITIONS

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: FEBRUARY 2013

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S02

CRACK SEALING AND FILLING

CRACK SEALING CRACK FILLING

from the existing surface

Squeegee excess material

1" and greater

See Note 3

Less than 1"

Seal crack with hot applied crack sealant

" below existing surface 4 " to8

Fill crack with hot applied crack filler to below existing surface " 4

" to8

Screed material to

ASPHALT PAVEMENT

CRACK SEALING AND FILLING

E414-01A

NO SCALE

NOTES:

4.

3.

2.

1.

Do not overband cracks.

filling material left above the surface.

Squeegee excess crack sealing and crack width.

See Subsection 414.06 for minimum to ensure adhesion to existing surface.

Force crack repair material into cracks sealing and filling cracks.

manufacturer's recommendations for according to Section 414. Follow

Prepare cracks for sealing and filling

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S03

"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.)

" (typ.)16 72 A

A

BB

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 surface

Pavement

"R2

2" "8

"4

"4

2"

"8

4"

See Note 4

#4 Reinforcing steel (typ.)

"8

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.)*

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

"4

E609-03

4.

1' (typ.)

6' - 7'

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

6' - 7'

' - 7

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

6' - 7'

6' - 7'

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S04

DETAIL

SYMBOLS AND WORDS

PAVEMENT MARKINGS

E634-01

TURN ARROW SYMBOLSTRAIGHT ARROW SYMBOL

COMBINATION SYMBOL

STRAIGHT/TURN ARROW

TRIANGLE SYMBOL

YIELD AHEAD

See Note 3

Blue background

ACCESSIBILITY SYMBOL

See Note 3

White border

(typ

R 6"

(typ.)

TYPE

PAVEMENT MARKING AREAS

SQFT

See Note 3

Accessibility symbol

"STOP" WORD MESSAGE "YIELD" WORD MESSAGE

"ONLY" WORD MESSAGE

"AHEAD" WORD MESSAGE "SCHOOL" WORD MESSAGE

"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

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

DETAIL APPROVED FOR USE

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

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.)

(m in

24" (min.)

3" (min.)9" R

3"R

3"R

3"R

6'-9"

9'-9"

3'-9" (typ.)

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S05

SYMBOLS AND WORDS

PAVEMENT MARKINGS

E634-01A

TYPE

PAVEMENT MARKING AREAS

22.8

26.5

SQFT

"EV CHARGING ONLY" Word Message

Helicopter Symbol

Electric Vehicle Symbol

NO SCALE

NOTES:

edition.

"Standard Highway Signs", latest symbols in accordance with the

Place all letters, numerals, and 2.

Devices'' (MUTCD), latest edition.

''Manual on Uniform Traffic Control markings in accordance with the

Place pavement word and symbol 1.

.6

.6

HELICOPTER SYMBOL

"EV CHARGING ONLY" WORD MESSAGE

ELECTRIC VEHICLE SYMBOL

36"

.5

36"

(typ.)

10"

8.5'

"3

"2

12" ty p ty p

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OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S06

4" 4"

.4

.3

9.25"

.7

.7

.7

9.25"

A

A A

A

SECTION A-A

Reflective material

NON-REFLECTIVE BI-DIRECTIONAL MONO-DIRECTIONAL

BI-DIRECTIONAL MONO-DIRECTIONAL

NON-PLOWABLE PAVEMENT MARKERS

PLOWABLE PAVEMENT MARKERS

NOTES:

same as the reflector.

one color or a combination of colors the

Ensure the shell of the marker is made of specified.

clear (white), yellow or red colors as

Furnish reflective markers with either

2.

1.

LEGEND:

RAISED PAVEMENT MARKERS

E634-02

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011NO SCALE

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S07

Single Solid White Striping (edge striping) Single Solid White Striping (edge striping) broken white striping 4" wide

Raised Pavement Markers (typ.)

Double Solid Yellow Striping (centerline)

N

2N or less

N

Double Solid Yellow Striping (centerline) broken white striping

4" wide

Solid Yellow Striping

Single Solid White Striping (edge striping)

Single Solid Yellow Striping

N

See View A

(See Notes 2 and 3)

Raised Pavement Marker

10' 30' 10' 30'

Edge of pavement (typ.)

broken yellow striping

4" wide

3'

10' 30'

N

Edge of pavement (typ.)

broken yellow striping 4" wide

4" wide dotted white striping

10' 30'

N

3'

M

M

N

9'

9'

DOUBLE SOLID YELLOW STRIPING

BROKEN SINGLE WHITE AND

WITH RAISED PAVEMENT MARKERS

DOUBLE SOLID YELLOW STRIPING

BROKEN SINGLE WHITE AND

WITH RAISED PAVEMENT MARKERS

DOTTED WHITE STRIPING

BROKEN SINGLE YELLOW AND

DOTTED WHITE STRIPING

BROKEN SINGLE YELLOW AND

VIEW A

WITH RAISED PAVEMENT MARKERS

SINGLE SOLID YELLOW STRIPING

NOTES:

required, see Detail E634-02.

When raised pavement markers are

Detail or as directed by the CO.

with the MUTCD and as shown in this required, space and install in accordance

When raised pavement markers are

Devices (MUTCD), Latest Edition.

Manual on Uniform Traffic Control

Install striping in accordance with the

3.

2.

1.

Raised Pavement Markers (typ.)

Markers (typ.)

Raised Pavement

4" wide dotted white striping

RAISED PAVEMENT MARKERS

WITH AND WITHOUT

PAVEMENT MARKINGS

E634-03

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2019

APPROVED: MAY 2011NO SCALE

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S08

12" solid white striping

8" solid white striping

12" solid white striping

8" solid white striping

Edge of roadway

45°

4" double solid yellow striping

45°

White or yellow striping

2"

DETAIL A

45°

20' (t yp.)

10' (t yp.)

10' (t yp.)

20' (t yp.)

20' (typ.)

10' (typ.)

12" solid yellow striping

NOTES:NOTES:

See Note 3

Raised pavement marker (RPM)

See Detail A mono-directional, white (typ.)

Raised pavement marker, ty p

See Detail A mono-directional, white (typ.)

Raised pavement marker, 2.

1.

by the CO.

when specified in the plans or as directed shown. Use wider pavement markings

Typical pavement marking widths are

MUTCD, latest edition.

Install striping in accordance with the

See Detail A, and Note 4 bi-directional, red and yellow (typ.)

Raised pavement marker

ONE-WAY TRAFFIC, LANE SHIFT

ONE-WAY TWO-LANE TRAFFIC, LANES SEPARATE

TWO-WAY TWO-LANE TRAFFIC, LANES SEPARATE

RAISED PAVEMENT MARKERS

IN NEUTRAL AREAS WITH

PAVEMENT MARKINGS

DETAIL APPROVED FOR USE

5.

3.

the opposing traffic.

flow and the red reflective side is facing yellow reflective side is facing the traffic

Install bi-directional RPMs so that the

RPMs. See Detail E634-02 for RPM details.

same positioning applies to non-plowable

Detail A shows plowable RPM only; the by the CO.

latest edition, and as shown or as directed

(RPMs) in accordance with the MUTCD, Space and install raised pavement markers

REVISED: SEPTEMBER 2020

APPROVED: MARCH 2015NO SCALE

E634-04

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S09

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 in

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 E609-02. Install

Install concrete wheelstops according to edition.

Streets and Highways" (MUTCD), latest on Uniform Traffic Control Devices for markings in accordance with the "Manual

Install pavement striping and symbol

Van accessible aisle

Van accessible aisle 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

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

DETAIL APPROVED FOR USE

E634-05

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

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S10

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS (LNFT)

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

See Note 10

W20-1

See Note 10

W20-1

G20-2

Expressway / Freeway

ET 635-1

NO SCALE

NOTES:

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

sheeting types.

Refer to the Section 635 for allowable retroreflective approved by the CO.

State standards may be used as an alternative if has been obtained.

the client agency, verify that an encroachment permit

If signing on a roadway under a jurisdiction other than mile.

the distance on the G20-1 sign to the nearest whole install G20-1 signs at each end of the project. Show

For work zones that are 2 miles or more in length, Spacing Table.

two W20-1 signs "B" feet apart according to the Sign approach speeds exceed 50 MPH. When used place the feet or in miles. Install an additional W20-1 sign when

AHEAD" or may specify the distance to the work area in

The message on the W20-1 signs may be "ROAD WORK roads only).

on which the construction does occur (applies to major supplementary plaque indicating the name of the road which the actual construction work occurs, include a

If W20-1 is placed on a roadway other than that on applicable.

when not in use. Cover post-mounted signs when not

Do not store traffic control devices along the roadway except as approved by the CO.

Maintain two-way traffic during all non-work hours crashworthiness.

meet the requirements of NCHRP-350 or MASH for

Ensure all sign supports exposed to impact by traffic recommended speed through the construction area.

warning signs as needed to indicate a maximum

Install advisory speed plates under the W20 series to fit the actual construction conditions.

Additional or different message signs may be required messages as required.

signs as determined by the CO for best results. Vary interfere with permanent signs, locate the warning

Where advance warning signs, placed as shown, necessary to accommodate actual operations.

information and details in this traffic control plan as sheets may be applicable to this project. Add or delete

Not all details shown on the temporary traffic control construction work.

Erect all project advance warning signs before starting

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

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

A

B

C

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

C

B as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

Pr oje ct Lim its

A

A

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

A

REVISED: 6/2014 3/2016 9/2019 9/2020

STANDARD APPROVED FOR USE 6/2005

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S11

SPECIAL SIGN

E635-A

NOTE:

UniGuide.according to the National Park ServiceFabricate signs using text, color and size

NO SCALE

UniGuide.

according to the National Park Service

Fabricate signs using text, color and size

NO SCALE

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S12

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

Roadway m in

D

D m in

D

Roadway

Sidewalk D m in

6' to 12'

D m in

(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

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011NO SCALE

SIGN MOUNTING

TEMPORARY TRAFFIC CONTROL

ROAD

AHEAD

WORK

DETOUR

AHEAD

M PH.. .

M PH.. .

ROAD

CLOSED

DETOUR

M PH.. .

CLOSED

AHEAD

LANE

RIGHT

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(1) S13

4" Broken yellow

4" Broken yellow

4" Solid double

4" Solid double

4" Broken yellow and

Curves < 500' Radius Tangents or Curves ≥ 500' Radius

4" Broken yellow centerline

DETAIL A DETAIL B

Two-way traffic Passing zone both directions

DETAIL B1

Two-way traffic Passing zone both directions

DETAIL A1

Two-way traffic No passing zone one direction

DETAIL A2

Two-way traffic No Passing zone one direction

DETAIL B2

Two-way traffic No passing zone both directions

DETAIL A3

Two-way traffic No Passing zone both directions

DETAIL B3

yellow centerline

Shoulder

Shoulder and solid yellow centerline

Shoulder yellow centerline

Shoulder yellow centerline solid yellow centerline

Shoulder

Shoulder

NOTES:

3.

2.

1.

period.

as an alternate for the full 14 day temporary marking For ADT of 1000 or less, Detail ET 635-3 may be used or less, Detail ET 635-3 may be used as an alternate.

For ADT of greater than 1000 and periods of 3 days by side, spaced on…