PLANS FOR PROPOSED PROJECT

U.S. VIRGIN ISLANDS

THE ISLAND OF ST. CROIX

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FEBRUARY, 2026

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R

E N

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A I

N

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D E P A

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NTOFT A SP

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ATESO

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Project Manager

JATINDER BAINS

Lead Designer

CHRIS BURNELL

Highway Design Manager

BRADLEY PROCTOR

Symbols And Abbreviations

Location Map and Temporary Traffic Control Plan

Tabulation of Quantities

Erosion and Sediment Control Narrative

DESCRIPTION

INDEX TO SHEETS

SHEET

NO

A01

A02-A03

A04

C01

M01

M02 Erosion and Sediment Control Plan

Title Sheet

LANE MILES:

and Bridges on Federal Highway Projects", FP-24.

"Standard Specifications for Construction of Roads

BRIDGE: West Beach Parking Pedestrian Bridge

Hurricane Fiona.

Replacement of flood damaged wooden bridge from

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 0.003 Miles

SPECIFICATIONS:

DESIGN DESIGNATION:

Know what'sbelow.

before you dig.Call

R

VI ERFO FW SOP 2022-1(1)

WOODEN BRIDGE REPLACEMENT

N

ISLAND

ST. JOHN

ISLAND

ST. THOMAS

ISLAND

ST. CROIX

ISLAND

BUCK

ATLANTIC OCEAN

SEA

CARIBBEAN

(PUERTO RICO)

CULEBRA ISLAND

ISLAND

TORTOLA

18 00 N 18 00 N

18 30 N18 30 N

65 00'W 64 30'W

65 00'W 64 30'W

1100 MILES

TO MIAMI

M

ILE

S

TO

N

E W Y

O R K

UNITED KINGDOMUNITED STATES

VIRGIN ISLANDS

UNITED STATES

THE

KEY MAP

NOT TO SCALE

FW SOP 2022-1(1)

PROJECT VI ERFO

SCALE IN FEET

0 500 1000

PROJECT VI ERFO FW SOP 2022-1(1)

N

S an dy P oi nt R d

W e s te n d S a lt p o n d

Refuge

National Widlife

Sandy Point

Ce nte rlin e R d

Melvin H. E vans Hwy

H a n n a h 's R e s t R d

N ie ls e n B y p

A lo y W e n ty

Whites Bay

Caribbean Sea

Caribbean Sea

C a m p o R ic o R d

N/A

N/A

Standards And Details

R01-R05

S01

Bridge Plans

Disaster No. VI2022-1-FWS

WILDLIFE REFUGE

SANDY POINT NATIONAL

U.S. FISH AND WILDLIFE SERVICE

U.S. DEPARTMENT OF THE INTERIOR

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PROJECT

NUMBER

SHEET

A01

ERFO Disaster No. VI2022-1-FWS

VI ERFO FW SOP 2022-1(1)

0.00EL.

BH TP

mon.

min.

max.

MP

MOD

ML

monument minimum maximum mile post modification main line

No.

NMSA

NC

N number nominal maximum size aggregate normal crown north

OG

OD

o. to o.

ohwm

o. c.

original ground outside diameter out to out ordinary high water mark on center pvmt.

PT

PST

PSC

PS

prop.

POT

POS

POE

POC

POB

pl.

PI

PGL

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral proposed point on tangent point on spiral point of ending point on curve point of beginning plate point of intersection profile grade line point of curve to spiral point of compound curve point of curve 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 spa.

shldr.

sec.

SC

SADT

S spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft typ.

Ts

TS

traf.

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral traffic thread temporary bench mark township tangent distance

VPI

vph var.

VC

V vertical point of intersection vehicles per hour varies vertical curve design speed

W west sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft

1 6

1 6

SEC.

SEC.

E

N 0

00000

JH

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION SANDY POINT NATIONAL WILDLIFE REFUGE

flg.

fin.

flange finish θs Ø ∆c

DY or DTY DW or DTW

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

CL

cc or c. to c.

BW

brg.

br.

BP

BM

bldg.

BL

BK

Asph

ASC

appr.

AMD

AH

Agg

ADT

ACP

abut.

spiral central angle diameter curve central angle total central angle dotted yellow dotted white double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume directional distribution factor centers curve to spiral continuous construction joint connection concrete column corrugated metal pipe centerline center to center broken white bearing bridge balance point bench mark building baseline back asphalt aggregate surface course approach amendment ahead aggregate average daily traffic asphalt concrete pavement abutment expansion joint excavation existing edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation electric superelevation rate east exp. jt.

exc.

ex. or exist.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elec.

e E

HW

HLSD

hex.

hdwl.

inv.

INF

ID

K jt.

high water headlight sight distance hexagon headwall invert infinite inside diameter

K-Value 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 ftg.

gnd or grnd galv.

GAB

ga.

HW

HLSD

hex.

hdwl.

footing ground galvanized graded aggregate base gage (gauge) high water headlight sight distance hexagon headwall

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

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

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SYMBOLS AND ABBREVIATIONS

PROJECT

A02

N

AREA PATTERN

WETLAND BOUNDARY

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION SANDY POINT NATIONAL WILDLIFE REFUGE

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

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SYMBOLS AND ABBREVIATIONS

PROJECT

A03

U.S. DEPARTMENT OF TRANSPORTATION SANDY POINT NATIONAL WILDLIFE REFUGE

SCALE IN FEET

0 100 200

N

(17.677194, -64.901778)

VI ERFO FW SOP 2022-1(1)

Sandy Point Rd

SEA

CARIBBEAN

Barricade Type 3 the CO for the final location of the barricades.

Place signs and Type 3 Barricades at the bridge ends. Coordinate with

NOTE:

SCALE IN FEET

0 500 1000

N

S an dy P oi nt R d

W e s te n d S a lt p o n d

Refuge

National Widlife

Sandy Point

Ce nte rlin e R d

Melvin H. E vans Hwy

H a n n a h 's R e s t R d

N ie ls e n B y p

A lo y W e n ty

Whites Bay

Caribbean Sea

Caribbean Sea

C a m p o R ic o R d

West Beach Parking

Staging Area

AREA

CLOSED

EM2-1

2 ROAD

CLOSED

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CONTROL PLAN

TEMPORARY TRAFFIC

LOCATION MAP AND

PROJECT

A04

U.S. DEPARTMENT OF TRANSPORTATION SANDY POINT NATIONAL WILDLIFE REFUGE

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TABULATION OF QUANTITIES

PROJECT

C01 soon as possible if the disturbance exceeds 1 acre.

to construction and after construction will remain the same. Notify the Contracting Officer (CO) as

No new impervious surface will be created by the bridge replacement. The Runoff Coefficient prior approximately 73.33 sqft. The receiving water is the West End Salt Pond or the Carribean Sea.

Soil disturbing activities include installing helical piles. The total disturbed area for the project is

This project consists of bridge replacement.

Project Description

Response Center at 1-800-424-8802.

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

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

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

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

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

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

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

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

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

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

The following discharges are prohibited:

Prohibited Discharges

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

measures.

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

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

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

Officer (CO).

Do not modify the type, size, or location of any control or practice without prior approval from the Contracting for Construction of Roads and Bridges on Federal Highway Projects, FP-24, and the Special Contract Requirements.

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

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

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

General Guidelines construction limits.

does not leave the project site. Perimeter controls include 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

Remove all other perimeter controls when directed by the CO.

Phase III Final Construction / Stabilization and staging areas.

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

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

Apply intermediate controls during rough grading operations. Install silt fence on both sides of the

Phase II Intermediate Controls

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

it becomes 0.5 feet deep at the fence.

becomes damaged, repair or replace as necessary. Remove sediment from behind the silt fence when Silt fence - inspect for buildup of excess sediment, undercutting, sags, and other failures. If the fabric 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

U.S. DEPARTMENT OF TRANSPORTATION SANDY POINT NATIONAL WILDLIFE REFUGE

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CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M01

N

SCALE IN FEET

0 20 40

U.S. DEPARTMENT OF TRANSPORTATION SANDY POINT NATIONAL WILDLIFE REFUGE

Wetland boundary

Limit of disturbance

Proposed structure

Place silt fence

© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS

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CONTROL PLAN

EROSION AND SEDIMENT

PROJECT

PROJECT

M02

9.

8.

7.

6.

5.

4.

3.

2.

1.

into trench.

Extend reinforcement mesh and geotextile diameter wood posts.

Use 70-inch minimum height by 3-inch of the self-fastener angle steel type.

Use 60-inch minimum height steel posts to the reinforcement mesh as directed.

inches in width and fasten adequately

Use geotextile that is a minimum of 45 of 6 line wires with 12-inch stay spacing.

of 32 inches in width and has a minimum

Use reinforcement mesh that is a minimum approval.

detail for attaching to steel posts for so they do not slide down posts. Provide

Attach geotextile and reinforcement mesh water from running around the ends.

Curve ends of silt fence upgrade to prevent

Install silt fence along ground contours.

to the manufacturer's recommendations.

Install pre-assembled silt fence according on the Erosion and Sediment Control Plan.

low-flow drainage ditches where shown

Install silt fence with Class 1 riprap only in

6"

8" trench

6"

24"

A A

JOINING TWO ADJACENT SILT FENCE SECTIONS

Flow

Staple

Posts Staple

Section A

A A

T o e o f s lo p e

Flow

Varies

Fi ll slo pe

SECTION A-A

PLAN

Varies

Flow

ELEVATION

F lo w m in

Flow

Backfilled and compacted soil

Limits of clearing vertical wires

" dia. middle and32 3Min.

6' long post (max.)

m a x im u m

S p a c in g

Geotextile

(See Note 4) reinforcement mesh

Spacing 4' (max.) with Reinforcement mesh

Spacing 10' max. with reinforcement mesh g r o u n d m in

P o s t a b o v e

Section B

Section B

PLAN

ELEVATION

of the silt fence.

flowing around the end to prevent water from

Provide sufficient length

(undisturbed)

Existing ground of the silt fence water from flowing around the end

Provide sufficient length to prevent bottom strand

" dia. top and8 1Min.

Section A

(typ.)

Geotextile

Geotextile (typ.)

6" (max.)

Staple spacing

Installation Detail (this sheet)

See Post and Geotextile into ground (min.)

Steel post driven 24"

Wood post driven 35"

Geotextile (typ.)

Geotextile (typ.)

Staple (typ.)

F lo w

WIRE-BACKED SILT FENCE WITH CHECK DAM

INSTALLATION

POST AND GEOTEXTILE

INSTALLATION AT TOE OF FILL

WIRE-BACKED SILT FENCE

vertical wires

" dia. middle and32 3Min.

bottom strand

" dia. top and8 1Min.

See Note 1 of silt fence check dam) (Use only with installation Riprap, Class 1

NOTES:

NO SCALE

APPROVED FOR USE

E157-02

WIRE-BACKED SILT FENCE

FP-24, FP-14

EFLHD DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

05/2024

PROJECT

S01