Plans - NP SER PMS FY21(2).pdf

NP SER PMS FY21(1)

PLANS FOR PROPOSED PROJECT

NPS PMIS NO. 317550

NP SER PMS FY21(2)

FLORIDA

COLLIER, MIAMI-DADE, AND MONROE COUNTIES

NATIONAL

PARK

SERVICE

Project Manager

RAMESH KOTADIA

Lead Designer

TIFFANY WHEELER

Highway Design Manager

MARIA HAAS

INDEX TO SHEETS

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

OCTOBER 2021

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 roads and parking areas.

other miscellaneous work on the identified paved and sealing, pavement marking placement and

(micro surfacing), asphalt patching, crack cleaning

Work consists of pavement preservation treatment

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 8.87 Miles

LANE MILES:

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

"Standard Specifications for Construction of Roads

Know what'sbelow.

before you dig.Call

R

100% PLANS

N

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

SCALE IN MILES

0 10 20

26.59 Miles

Asphalt Concrete PavementROAD SURFACE:

NP SER PMS FY21(2)

BIG CYPRESS NATIONAL PRESERVE

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

BIG CYPRESS NATIONAL PRESERVE

ROADS AND PARKING AREAS IN

PAVEMENT PRESERVATION OF

:1

A

M

O c to b e r

T it le S h e e t

N P

S

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

N

P S

E R

P M

S F

Y

(2 tt l.

d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A01

NPS DRAWING NO. 176/177076 NPS PMIS No. 317550 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 BIG CYPRESS NATIONAL PRESERVE

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

:3 e p te m b e r

S

H E

E T

P

R O

J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

-A

N P

S E

R P

M S

F Y

(2 s y m

.d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A02

NPS PMIS No. 317550 NPS DRAWING NO. 176/177076

AREA PATTERN

SYMBOLS AND ABBREVIATIONS

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

ADMIN.ADMINISTRATIVE

BICYBIG CYPRESS NATIONAL PRESERVE

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

:3 e p te m b e r

S H

E E

T

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

-A

N P

S E

R P

M S

F Y

(2 s y m .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A03

LOCATION MAP

NP SER PMS FY21(2)

Sheet 1 of 9SCALE IN MILES

0 10 20

:1 e p te m b e r

D e f a u lt

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

-A

N

P S

E R

P M

S F

Y

(2 lo c .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A04

Sheet 2 of 9SCALE IN MILES

0 1 2

4B

4A

4C

3A

3B

:1

O c to b e r

D e f a

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

-A

N

P S

E R

P M

S F

Y

(2 lo c .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A05

BICY-0906BZ

BICY-0905

Sheet 3 of 9

BICY-0906AZ

SCALE IN FEET

0 150 300

N

:1

O c to b e r

D e f a

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

-A

N

P S

E R

P M

S F

Y

(2 lo c .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A06

BICY-0923

BICY-0924

BICY-0920

Sheet 4 of 9SCALE IN FEET

0 2000 4000

N

:1

O c to b e r

D e f a

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

-A

N

P S

E R

P M

S F

Y

(2 lo c .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A07

SCALE IN FEET

0 250 500

3A

BICY-0104

BICY-0100CZ

BICY-0100AZ

BICY-0900A BICY-0900B

BICY-0908

BICY-0400

BICY-0401

BICY-0911

BICY-0915

BICY-0907

BICY-0402AZ

Sheet 5 of 9

BICY-0100BZ

BICY-0402BZ

SEE DETAIL A

DETAIL A

N

:1

O c to b e r

D e f a

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

-A

N

P S

E R

P M

S F

Y

(2 lo c .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A08

BICY-0909DZ

BICY-0901

BICY-0111

SCALE IN FEET

0 250 500

3B

Sheet 6 of 9

BICY-0909AZ

BICY-0909BZ

BICY-0909CZ

N

:1

O c to b e r

D e f a

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

-A

N

P S

E R

P M

S F

Y

(2 lo c .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A09

SCALE IN MILES

0 0.5 1

4A

Sheet 7 of 9

BICY-0404

BICY-0102AZ

N

:1

O c to b e r

D e f a

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

-A

N

P S

E R

P M

S F

Y

(2 lo c .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A10

BICY-0902

4B

Sheet 8 of 9SCALE IN FEET

0 250 500

BICY-0101

BICY-0113

N

:1

O c to b e r

D e f a

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

-A

N

P S

E R

P M

S F

Y

(2 lo c .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A11

BICY-0204Z

BICY-0910

BICY-0103

BICY-0904

4C

Sheet 9 of 9

0204BZ

BICY-

BICY-0204AZ

SCALE IN FEET

0 500 1000

N

:1

O c to b e r

D e f a

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \A

-A

N

P S

E R

P M

S F

Y

(2 lo c .d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) A12

NOTES:

9.

8.

7.

6.

5.

4.

3.

2.

1.

CL

Existing Match

Existing

Match

Va rie sVaries

Existing asphalt concrete pavement

Limits of Construction

MICRO SURFACING, TYPE 2

Varies

Micro surfacing, Type 2 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

Furnish and place micro surfacing in accordance with Section 409.

micro surfacing. Limit work to the footprint of the existing pavement.

Refer to the Pavement Summary sheets for area and extent of asphalt overspray during micro surfacing.

concrete islands, manholes, gates and pillars, and walkways from

Protect roadside elements such as curb and gutter, concrete barriers, 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 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 as directed by the CO.

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

Remove thermoplastic pavement markings and other deleterious pavement markers as approved by the CO according to Detail E634-02.

ensure the micro surfacing is applied to the entire area. Place new raised

Remove raised pavement markers located within the area to be treated to

ROADWAYS AND PARKING AREAS

(See Notes 5 and 9) and gutter or walkway

Existing concrete curbExisting ground (typ.)

NO SCALE

Sheet 1 of 2

TYPICAL SECTIONS

:5

S e p te m b e r

B

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \B

-B

N P

S E

R P

M S

F Y

(2 ty p

.d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) B01

C

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 (typ.)

Existing asphalt concrete full depth (all sides)

Saw cut vertical face aggregate base

Remove pavement to expose

Tack coat

3' min.

Varies

Apply tack coat between asphalt lifts)

(Match depth of existing asphalt

Asphalt concrete pavement, Type 1

TYPE 2

ASPHALT CONCRETE PAVEMENT PATCH,

cost to the Government.

9. Replace curb or gutter damaged during construction operations at no additional

CO and in accordance with Section 609.

8. Replace wheelstops damaged due to existing age and condition as directed by the

7. Furnish and place micro surfacing in accordance with Section 409.

micro surfacing. Limit work to the footprint of the existing pavement.

6. Refer to the Pavement Summary sheets for area and extent of asphalt overspray during micro surfacing.

concrete islands, manholes, gates and pillars, and walkways from

5. Protect roadside elements such as curb and gutter, concrete barriers, operations at no additional cost to the Government.

storage, and replacement. Replace wheelstops damaged during construction

4. Take reasonable precautions to prevent damage to wheelstops during removal, 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.

3. Remove wheelstops and clean debris located within the area to as directed by the CO.

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

2. Remove thermoplastic pavement markings and other deleterious pavement markers as approved by the CO according to Detail E634-02.

ensure the micro surfacing is applied to the entire area. Place new raised

1. Remove raised pavement markers located within the area to be treated to

(See Typical Sections, Sheet 1)

Micro surfacing, Type 2

Sheet 2 of 2

Tack coat

Varies Existing Ground

Existing Pavement

Asphalt concrete pavement, Type 1

TYPE 1 (SINKHOLE)

ASPHALT CONCRETE PAVEMENT PATCH,

Place Geotextile, class 1, type A or B (along bottom and up sides)

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.

Remove material to bottom of sinkhole.

(See Typical Sections, Sheet 1)

Micro surfacing, Type 2 lane width2 min. =

Varies

6"

Existing Ground

Limit of Undercut

Existing Pavement

(all sides) face full depth

Saw cut vertical

Asphalt concrete pavement, Type 1

TYPE 1

ASPHALT CONCRETE PAVEMENT PATCH,

SECTION A-A

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.

aggregate base a min. of 10"

Remove the pavement and

(See Typical Sections, Sheet 1)

Micro surfacing, Type 2 type E

Geotextile, class 2, sinkhole (all sides).

Cut 1' minimum around

Backfill with Minor Crushed Aggregate

Backfill with #57 stone.

V a r ie s

Type 1, depth varies

Asphalt concrete pavement, Varies

TYPE 3

ASPHALT CONCRETE PAVEMENT PATCH,

pavement

Existing asphalt concrete

Existing aggregate base

(See Typical Sections, Sheet 1)

Micro surfacing, Type 2

SECTION A-A

SECTION A-A

SECTION A-A

Pavement Distress

TYPICAL SECTIONS

12"

:5

S e p te m b e r

B

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \B

-B

N P

S E

R P

M S

F Y

(2 ty p

.d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) B02

:0 e p te m b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N P

S E

R P

M S

F Y

(2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C01

TABULATION OF QUANTITIES

:0 e p te m b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N P

S E

R P

M S

F Y

(2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C02

TABULATION OF QUANTITIES

Sheet 2 of 2

:0 e p te m b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N

P S

E R

P M

S F

Y (2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C03

SUMMARIES AND SCHEDULES

Sheet 1 of 12 e p te m b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N

P S

E R

P M

S F

Y (2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C04

Sheet 2 of 12

:5

S e p te m b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N

P S

E R

P M

S F

Y (2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C05

Sheet 3 of 12

:2

S e p te m b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N

P S

E R

P M

S F

Y (2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C06

Sheet 4 of 12

S e p te m b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N P

S E

R P

M S

F Y

(2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C07

Sheet 5 of 12 e p te m b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N

P S

E R

P M

S F

Y (2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C08

Sheet 6 of 12

S e p te m b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N

P S

E R

P M

S F

Y (2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C09

Sheet 7 of 12

S e p te m b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N

P S

E R

P M

S F

Y (2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C10

Sheet 8 of 12 e p te m b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N

P S

E R

P M

S F

Y (2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C11

Sheet 9 of 12

:4

O c to b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N

P S

E R

P M

S F

Y (2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C12

Sheet 10 of 12

:4

O c to b e r

C

P R

O J E

C T

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

(2

H

W Y

D

E S

\C A

D D

\O R

D \C

-C

N

P S

E R

P M

S F

Y (2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C13

Sheet 11 of 12

:4

O c to b e r

C

P R

O J E

C T

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

(2

H

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D

E S

\C A

D D

\O R

D \C

-C

N

P S

E R

P M

S F

Y (2 d g n

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) C14

Sheet 12 of 12 construction will be the same.

The Runoff Coefficient prior to construction and after 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.

Do not modify the type, size, or location of any control or practice without prior approval from the CO.

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 project. The 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 marking placement and other miscellaneous work.

preservation treatment (micro surfacing), asphalt patching, crack cleaning and sealing, pavement areas within Big Cypress National Preserve in the Southeast Region. Work includes pavement

This project consists of the pavement preservation treatment of roadway and parking

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

BIG CYPRESS NATIONAL PRESERVE

:2

M a r c h

B a s e .B

.U

G

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

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

C O

N F

IG

\O p e n

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

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) M01

NPS PMIS No. 317550 NPS Drwg No. 176/177076

:1

S e p te m b e r

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STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) N01

U.S. DEPARTMENT OF TRANSPORTATION BIG CYPRESS NATIONAL PRESERVE

PLAN

TEMPORARY TRAFFIC CONTROL

2. See Section 156 of the SCRs for temporary traffic control requirements.

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

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.)

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

BIG CYPRESS NATIONAL PRESERVE

:3 e p te m b e r

N

P R

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NO SCALE

Sheet 2 of 2

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) N02

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(2) S01

EFLHD DETAIL

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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A c ra c k s e a li n g

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) 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.)

" (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

SHEET

NO SCALE

REVISED: JUNE 2020

APPROVED: MAY 2011

E609-02

CONCRETE WHEELSTOP

DETAIL APPROVED FOR USE

NOTES:

4.

3.

2.

1.

1 inch of ends of wheelstop.

Extend the reinforcing steel to within

Subsection 609.08.

steel or 3#4-inch steel rods according to

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

1' (typ.)

6' - 7'

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

6' - 7'

' - 7

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

6' - 7'

6' - 7'

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(2) S03

NPS DRAWING NO. 176/177076NPS PMIS No. 317550

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

"YIELD" WORD MESSAGE

4" (min.)4" (typ.)

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.)

:1

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(2) S04

TYPE

PAVEMENT MARKING AREAS

SQFT

Electric Vehicle Symbol

Message Marking

"BUS/RV/TRAILER PARKING ONLY" Word

"LOADING ZONE" Word Message Marking

"NO PARKING" Word Message Marking

SYMBOLS AND WORDS

E634-01A edition.

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

Place all letters, numerals, and latest edition.

Traffic Control Devices'' (MUTCD), with the ''Manual on Uniform symbol markings in accordance

Place pavement word and

NOTES:

2.

1.

.6

"NO PARKING" WORD MESSAGE

.6

"LOADING ZONE" WORD MESSAGE "BUS/RV/TRAILER PARKING ONLY" WORD MESSAGE

ELECTRIC VEHICLE SYMBOL

6" 27 2"24

2"

13½" 6" 45"

5'-4½" t y p

6"

3'-7" 7'-11" t y p

36"

13½" 6" 45"

5'-4½" t y p

6"

3'-7" 7'-11"

36" t y p

45"

:1

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(2) S05

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

:4 e p te m b e r

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(2) S06

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(2) S07

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

DETAIL APPROVED FOR USE

5.

4.

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

:4 e p te m b e r

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(2) S08

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 g

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 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

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

REVISED: AUGUST 2021

APPROVED: MAY 2011

DETAIL APPROVED FOR USE

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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(2) S09

SPECIAL SIGN

E635-A

No Scale

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NO SCALE

STATE PROJECT

NUMBER

SHEET

FL NP SER PMS FY21(2) S10

NPS DRAWING NO. 176/177076 NPS PMIS No. 317550

EFLHD DETAIL

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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(2) S11

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

STANDARD APPROVED FOR USE 6/2005

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

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

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

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(2) S12

Traffic flow

Traffic flow

W8-12

Traffic flow

Traffic flow

Traffic flow

Traffic flow

W8-12

W8-12

W8-12

W8-12

W8-12

(optional)

W14-3

(optional)

W14-3

(optional)

W14-3

TABLE A

Markings Are Required

Maximum Duration Before

ADT

See Note 2

See Note 2

See Note 2

3 Days

14 Days

> 1000

≤ 1000

R4-1

R4-1

R4-1

See Note 6 R4-2

See Note 6 R4-2

See Note 6 R4-2

Two-way traffic

No Passing zone both directions

DETAIL C

Two-way traffic

No Passing zone one direction

DETAIL B

Two-way traffic

Passing zone both directions

DETAIL A

vehicle positioning guides Bi-directional yellow vehicle positioning guides Bi-directional yellow vehicle positioning guides Bi-directional yellow

NOTES:

6.

5.

4.

3.

2.

1.

the upstream end of the zone.

"DO NOT PASS" (R4-1) sign has been installed at downstream end of a no-passing zone only if a Use the "PASS WITH CARE" (R4-2) sign at the greater than 3 miles long.

every 2 miles for temporary traffic control zones Repeat W8-12 after each major intersection and

Repeat R4-1 at 1-mile intervals.

passing zones for each direction of travel.

Use permanent markings plan to determine no cycle length to 20 feet.

On curves with radius less than 500 feet, reduce markings with paint or tape, use Detail ET 635-2.

periods/higher ADT or for application of temporary are provided according to this detail. For longer unmarked if vehicle positioning guides and signing For periods noted in Table A, pavement may be

ET 635-3

NO SCALE

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

DO

NOT

PASS

DO

NOT

PASS

DO

NOT

PASS

PASS

WITH

CARE

PASS

WITH

CARE

PASS

WITH

CARE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

PASSING

ZONE

NO

PASSING

ZONE

NO

PASSING

ZONE

cycle length

40' cycle length

40' cycle length

40'

500'

500'

500'

500'

500'

500'

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

REVISED: 9/2014 9/2019 9/2020

STANDARD APPROVED FOR USE 6/2005

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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(2) S13

ROAD

WORK

AHEAD AHEAD

ONE LANE

ROAD

ROAD WORK

END

MPH

XX xxx

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

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

Traffic flow

Traffic flow

See Note 5

W20-1 W20-7W20-4

See Note 5

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

Flagger location Channelizing devices

Flagger location

NOTES:

9.

8.

7.

6.

5.

4.

3.

2.

1.

when not in use.

Do not store traffic control devices along the roadway parked or stored in the buffer space.

Do not allow equipment, materials, or vehicles to be in Section 156.

Use minimum width shown unless otherwise specified at flagger stations.

For night time flagging operation, provide floodlighting

"END ROAD WORK" (G20-2) signs.

eliminate the "ROAD WORK AHEAD" (W20-1) and

If closure is completely within the project limits, of the Contractor on the pilot car.

on the rear of vehicle. Prominently display the name

FOLLOW ME" (G20-4) sign at a conspicuous location

For pilot car operation, mount the "PILOT CAR or MASH.

meet the crashworthiness requirements of NCHRP-350

Ensure all sign supports exposed to impact by traffic by the CO.

may be changed to fit field conditions as approved

Final location and spacing of traffic control devices direction of travel.

Place signs similar to those depicted for the opposite

Signs are shown for one direction of travel only.

STANDARD APPROVED FOR USE 6/2005

ET 635-6A

REVISED: 9/2014 9/2020NO SCALE

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

advisory speed.

* Approach speed based on the regulatory posted speed, not the

LENGTH AND SPACING TABLE

CHANNELIZING DEVICE

LENGTH

BUFFER SPACE

SPEED*

APPROACH

MPH FEET

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

SPACING IN FEET

See Note 7

10' min.

BUFFER SPACE

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

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

Device spacing

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(2) S14

EXIT

CLOSED

EXIT

CLOSED

WORK

ROAD

AHEAD

Traffic flow

Traffic flow

W20-1Channelizing devices

NOTES:

4.

3.

2.

1.

when not in use.

Do not store traffic control devises along the roadway

NCHRP-350 or MASH.

traffic meet the crashworthiness requirements of

Ensure all sign supports exposed to impact by

CO.

Vary messages as required and as approved by the signs as determined by the CO for best results.

interfere with permanent signs, locate the warning

Where advance warning signs, placed as shown, diagonally across the exit ramp guide sign.

Install a black on orange EXIT CLOSED sign panel

E635-B

EXIT RAMP CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

E5-2a

Type 3 Barricade

Mounted on

E5-2a Device spacing 20'

1500' min.1500' min.1500' min.1500' min.

TYPICAL EXIT RAMP CLOSURE

:0

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

FL NP SER PMS FY21(2) S15