Plans_NPS-EVER_220(1) _228(1) _232(1).pdf

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Everglades National Park: NPS-EVER 220(1), 228(1), 232(1)
Solicitation number
DTFH71-13-B-00034
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Plans_NPS-EVER 220(1) 228(1) 232(1)

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PROJECT MANAGER LEAD DESIGNER

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

SPECIFICATIONS:

FP-03 U.S.Customary Units.

Roads and Bridges on Federal Highway Projects", "Standard Specifications for Construction of

ALABAMA GEORGIA

Everglades

National Park

Tallahassee Jacksonville

Orlando

Tampa

Coral Springs

Miami

FLORIDA

SCALE IN MILES

Visitor Center Ernest F. Coe

(Park Headquarters)

Station Entrance Park

Homestead

Florida City

EVERGLADES

NATIONAL

PARK

Chickee

North River

Chickee

Roberts River

Chickee

Lane Bay

Flamingo

Chickee

Hells Bay Chickee

Pearl Bay

Lard Can

Overlook

Pa-hay-okee Pinelands

Hammock

Mahogany

Lake

West

Creek

Alligator

Pond

Nine Mile

Center

Daniel Beard

Ingraham

Old

Center

Education

Hidden Lake

Fire Cache

Coe

Ernest

Canoe Trail

Nine Mile Pond

Canoe Trail

Noble Hammock

Canoe Trail

West Lake

Key Trail

Long Pine

Cypress

9336 Gumbo Limbo Trail

Anhinga Trail

14 Miles

SR 9005

To

16 Miles

Kendall

To

10 Miles

SR 9005

To

R o a d

C a rd S o u n d

STATE OF FLORIDA

KEY MAP

SCALE IN MILES

0 20 40

Trail

Bight

Snake

Key Pine Long

HTTP://WWW.CALLSUNSHINE.COM

TWO FULL BUSINESS DAYS BEFORE DIGGING

FLORIDA ONE CALL CENTER AT 811

CALL BEFORE YOU DIG:

Selam Hailegiorgis

Schedule Description (miles)

Length

Cycle 4

RIP Milepost/

U.S. DEPARTMENT OF THE INTERIOR

PLANS FOR PROPOSED

NATIONAL PARK SERVICE

EVERGLADES NATIONAL PARK

WORLD HERITAGE SITEUNESCO

1.26Rehabilitation of Long Pine Key Access Road (Route 228) y a wr e t a W s s e nr e dl i

W

Pond

Paurotis

Area Parking Palm Royal

M O

N R

O E C

O U

N T

Y

C O

U N

T Y

M I A

M I D

A D

E

MONROE COUNTY & MIAMI - DADE COUNTY

3 6

Area (SF)

Station to Station/

A

B

PMIS NO.

148862

148851

Schedule A (Route 228) Access Road Long Pine Key

Know what’sbelow.

before you dig.Call

R www.call811.com

Rehabilitation of A-Loop Road(Route 220)

Schedule B (Route 220) A-Loop Road

Schedule A (Route 232) Campground Loop Long Pine

Rehabilitation of Long Pine Campground Loop (Route 232)

SHEET

NO.

TOTAL

SHEETS

A01 16

0.00 to 1.26

PROJECT NPS-EVER 220(1), 228(1), 232(1)

NPS-EVER 220(1), 228(1), 232(1)

PROJECT

REHABILITATION OF ROUTES 220, 228, AND 232

Kossi Adjaka

160,829

173,006

67,782 miscellaneous work.

Superpave asphalt pavement, striping, and other

ROAD: Route 220, Route 228, Route 232

WIDTHROAD: LENGTH SURFACE

11’

21’ TO 23’

11’ TO 22’

1.09 miles

1.26 miles

1.58 miles

Asphalt

Asphalt

Asphalt

Route 220

Route 228

Route 232

3.93 miles

1.58

1.09

MAY, 2013

M

P R

O J E

C T

S e v e r (1

(1

(1

P r o j

D e v C

A D

D A 1-

E V

E R

(1 tt l.

d g n

:0

:0

A M

-M a y -2

:0

A M

REG STATE PROJECTNPS

NO.NO.

PMIS

120416

160 SE FL

220(1), 228(1), 232(1)

NPS-EVER

148862 148851

R/W R/W

R/W R/W

P/E C/E

No Symbol

TB or TP

P P or

UD UD

W W

P/E C/E

No Symbol

TB or TP

P P or or

UD UD

W W

FOUND

36 31

6 1

36 31

6 1

No Symbol

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

26 25 69426 25 694 c

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

Footing ftg.

Flange flg.

Finish fin.

Inside diameter ID

West W

Expansion joint exp. jt.

Excavation exc.

Equation EQ or eq.

End section ES

Embankment emb.

[El. 94.16]

Elevation with number El. 94.161

Elevation elev.

Edge of pavement EP or EOP

East E

Gage(gauge) ga.

Galvanized galv.

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

North N

Normal crown NC or NCR

Route Rte.

Roadway Rdwy.

Right-of-way R/W

Right Rt., rt.or RT

Required reqd.

Reinforcement (reinforced) reinf.

Range R.

Radius R

Symmetrical sym.

Superelevation rate e

Structure struc.

Stringer stgr.

Stiffener stiff.

Station Sta.

Standard std.

Spiral central angle s

Spacing, spaces or spaced spa.

South S

Section Sec.

Vertical point of intersection VPI

Vehicle per hour vph

PAVEMENT REMOVAL/ROADWAY OBLITERATION

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

PROPOSEDEXISTING

PROJECTED

INTERSTATE U.S. STATE

AREA PATTERN

TREELINE; TREE

BUILDING

UNDERDRAIN

BOX CULVERT

CULVERT with DROP INLET

PIPE CULVERT with HEADWALL

PIPE CULVERT with END SECTION

PIPE CULVERT (arrow shows flow)

BRIDGE

STREET LIGHT

TELEPHONE BOOTH or PEDESTAL

SUPPORT POLE with ANCHOR

RETAINING WALL

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MATERIAL SOURCE

NORTH ARROW

EXISTING PROPOSED

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

FOREST BOUNDARY

NATIONAL PARK or

SECTION LINE16

SECTION LINE4

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

PROPERTY LINE

BRASS CAP

STEEL PIN

Top of Triangle Points North

TRAVERSE POINT (Horizontal & Vertical)

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

MILL AND OVERLAY

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

SECTION CORNER

SECTION CORNER4

SECTION16

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

with MONUMENT

RIGHT-OF-WAY LINE

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

N

FO=Fibre optics

T=Telephone, E&T=Joint Electrical and Telephone

E=Electrical for distribution line

P=Electrical for transmission line

OVERHEAD(POWER POLE) UTILITIES

E=electrical, FO=fiber optics SS=storm sewer, T=telephone, W=water G=gas, O=oil, P=power, SA=sanitary sewer, UNDERGROUND UTILITIES

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

EOP

EOG

embankment

Mechanically stabilized MSE

Monument mon. or MON

Minimum min.

Mile[Kilometer] post M.P[K.P.]

Maximum max.

Material matl.

Mainline M.L.

Point on tangent POT

Point on spiral POS

Point on curve POC

Point of tangent to spiral PS or TS

Point of tangent PT

Point of spiral to tangent PST or ST spiral

Point of spiral to reverse SRS

Point of spiral to curve PSC or SC

Point of intersection PI

Point of curve to spiral PCS or CS

Point of curve PC

Point of compound curve PCC

Plate pl.

PHTPhoto monument

Pavement pvmt.

Bench mark BM

Beginning beg.

Bearing brg.

Balance point BP

Back BK

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve central angle

Culvert culv.

Corrugated metal pipe CMP

Continuous cont.

Construction joint Constr. jt.

Connection conn.

Column col.

Clear clr.

Centers ctrs.

Center to center cc, c-c or c. to c.

Centerline

Drop Inlet DI

Drawing(s) dwg(s), or drwg(s)

Distance dist.

Diaphragm diaph.

Diameter D, dia., or

Diagonal diag.

Design speed V

Design hourly volume DHV

Low water LW

Longitudinal(longitude) long.

Length of spiral Ls

(spiral curve transition)

Length of curve Lc

Length of curve(simple curve) L

Left lt., Lt. or LT

Latitude lat.

Lamination lam.

Typical typ.

Township T.

Thread thd.

easement

Temporary construction TCE

Temporary benchmark TBM

(spiral curve transition)

Tangent distance Ts

(tangent length)

Tangent distance T

On centers o. c.

Outside diameter OD

Out to out o. to o.

Original ground OG

A02

ABBREVIATIONS

SYMBOLS AND

SUPERPAVE ASPHALT CONCRETE PAVEMENT SACP

NORMINAL MAXIMUM SIZE AGGREGATE NMSA

EQUIVALENT SINGLE AXLE LOAD ESAL

M

P R

O J E

C T

S e v e r (1

(1

(1

P r o j

D e v C

A D

D A -E

V E

R

(1 s y m .d g n

:1 :4

P

M -A p r -2

:1

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

120416

EVERGLADES NATIONAL PARK

SE FL

220(1), 228(1), 232(1)

NPS-EVER

C02

PAVING SUMMARY

M

P R

O J E

C T

S e v e r (1

(1

(1

P r o j

D e v C

A D

D C

C -E

V E

R

(1 s u m .d g n

:4

:4

P

M -A p r -2

:4

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

120416

EVERGLADES NATIONAL PARK

SE FL

220(1), 228(1), 232(1)

NPS-EVER

SUMMARY

PAVEMENT MARKING

C03

M

P R

O J E

C T

S e v e r (1

(1

(1

P r o j

D e v C

A D

D C

C -E

V E

R

(1 s u m .d g n

:4

:4

P

M -A p r -2

:4

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

120416

EVERGLADES NATIONAL PARK

SE FL

220(1), 228(1), 232(1)

NPS-EVER

E401-01

U.S. CUSTOMARY DETAIL

NO SCALE

DETAILDETAIL APPROVED FOR USE

TRANSITIONS

PAVEMENT

2.5

1.5 d - Inches Transition Length - Feet pavement depth, 2’’ minimum) existing asphalt2

(Depth of cut equals

Saw cut

APPROVED : MAY 2011

S01

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course d

Remove pavement (mill)

Transition length variable (See table) d d d

Existing asphalt pavement

Existing base course

Transition length variable (See table)

1 2 d1

NEW PAVEMENT

OVERLAY

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(Depth equals "d")

Saw cut

(Final course)

Asphalt overlay

(depth 1)

Asphalt overlay

(for table d -d = d )

M

P R

O J E

C T

S e v e r (1

(1

(1

P r o j

D e v C

A D

D S td -D e t\

S 1-s t4

1_ d e ta il .d g n

:5

1:

P

M -A p r -2

:5

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

120416

160 SE FL

220(1), 228(1), 232(1)

NPS-EVER

DETAIL

4" 4"

.4

.3

9.25"

1.

reflector.

a combination of colors the same as the

The shell of the marker to be of one color or2.

clear (white), yellow or red as specified.

Colors of the reflective markers to be either

.7

.7

.7

9.25"

NOTES:

PAVEMENT MARKERS

RAISED

U.S. CUSTOMARY DETAIL

E634-02

NO SCALE

APPROVED : MAY 2011

DETAIL APPROVED FOR USE

S02

Reflective material

TYPE ETYPE D

SNOW PLOWABLE PAVEMENT MARKERS

TYPE A TYPE B

NON-SNOW PLOWABLE PAVEMENT MARKERS

TYPE C

M

P R

O J E

C T

S e v e r (1

(1

(1

P r o j

D e v C

A D

D S td -D e t\

S -s t6 d e ta il .d g n

:5

:1

P

M -A p r -2

:5

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

120416

160 SE FL

220(1), 228(1), 232(1)

NPS-EVER

DETAIL

U.S. CUSTOMARY DETAIL

E634-03

NOTES:

RAISED PAVEMENT MARKERS

WITH AND WITHOUT

PAVEMENT MARKINGS

NO SCALE

Single Solid White Striping (edge striping)

Edge of pavement (Typ.)

broken yellow striping

4" wide

12 ft

3 ft

10 ft 30 ft

N broken white striping

4" wide

Edge of pavement (Typ.)

broken yellow striping

4" wide

Raised

Pavement

Markers

(Typ.)

4" wide broken white striping

10 ft 30 ft

N

12 ft3 ft

M

M

N

Single Solid White Striping (edge striping) broken white striping

4" wide

Raised

Pavement

Markers

(Typ.)

Double Solid Yellow Striping (centerline)

10 ft 30 ft

N

2N or less

N

Double Solid Yellow Striping (centerline) broken white striping

4" wide

30 ft10 ft

(See Detail 634-2)

Raised Pavement Marker

Solid Yellow Striping

Single Solid White Striping (edge striping)

Raised

Pavement

Marker

(Typ.)

Single Solid Yellow Striping

N

See Detail A

All striping shall be in accordance with the Manual on Uniform Traffic

Control Devices (MUTCD) latest edition.

Space and install Raised Pavement

MUTCD and as shown in this detail

Markers in accordance with the or as directed by the CO.

2.

1.

APPROVED : MAY 2011

DETAIL APPROVED FOR USE

S03

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

DETAIL A

WITH RAISED PAVEMENT MARKERS

SINGLE SOLID YELLOW STRIPING

M

P R

O J E

C T

S e v e r (1

(1

(1

P r o j

D e v C

A D

D S td -D e t\

S -s t6 d e ta il .d g n

:5

:5

P

M -A p r -2

:5

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

120416

160 SE FL

220(1), 228(1), 232(1)

NPS-EVER

A01
A02
A03
B01
C01
C02
C03
D01
D02
D03
P01
P02
P03
S01
S02
S03

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