Attachment 7 - Plans Sheets for Seed Project.pdf

S C

H U

Y

R

IV

ER

D

ELAW

ARE

RI

VERAIRPORT

INTERNATIONAL

PHILADELPHIA

DARBY CR

EEK

NEW JERSEY

HOOK

ROAD

I S

L A

N D A

V E

M A

C D

A D E

K I L L

B L V

D

B A

R T

R A

M A

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PEN

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SE

AVE

D E L A

W A

R E E

X P

Y

PLANS FOR PROPOSED PROJECT

PA ERFO FW TCM 2020-1(1)

PHILADELPHIA COUNTY, PA

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

APRIL 2026

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

INDEX TO SHEETS

LANE MILES:

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

"Standard Specifications for Construction of Roads

BRIDGE:

ROAD: WIDTH

15'

SURFACE BASE SUBGRADE

6" ASC N/A N/A

N/A

Haul Road (Route 405)

Trolley Bed Road (Route 404) placed riprap, and other miscellaneous work.

remove and install stone masonry headwalls, pavement, remove and install pipe culverts, aggregate surface course, asphalt concrete

Embankment construction, aggregate base, e(max)

C/A

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 0.38 Miles

ADT (2023)

ADT (2033)

DHV

%Truck

D

V (MPH)

SPECIFICATIONS:

DESIGN DESIGNATION:

Know what'sbelow.

before you dig.Call

R

15' 4.5" ACP 6" AB N/A

FW TCM 2020-1(1)

PROJECT PA ERFO

N

76 Philadelphia

Harrisburg

Scranton

Pittsburgh

0 50 100

SCALE IN MILES

STATE OF PENNSYLVANIA

KEY MAP

PROJECT PA ERFO FW TCM 2020-1(1)

N

SCALE IN MILES

0 0.5 1

Symbols And Abbreviations

Location Map

Typical Sections

Tabulation of Quantities

Plans And Profiles

Erosion And Sediment Control Narrative

Standards And Details

Cross Sections

DESCRIPTION

SHEET

NO

A01

A02-A03

A04

B01-B02

D01-D08

M01-M03

S01-S18

T01-T39

Title Sheet

M04-M11 Erosion And Sediment Control Plan

A05-A06 Survey Information

N01 Temporary Traffic Control Narrative

Temporary Traffic Control PlanN02-N03

K01-K02 Drainage Profiles

A07 Alignment Data

0.38 Miles

Disaster No. PA2020-1-FWS

TROLLEY BED ROAD

Less than 50

Less than 50

None

None

N/A

N/A

N/A

Cycle #(miles)

Schedule Description Station to Station Length RIP Milepost/

A

B

Trolley Bed Road

Haul Road

101+00 to 120+50

200+14 to 200+82

0.37

0.01

0.00-0.79 / Cycle 5

0.00-0.80 / Cycle 5

Project Manager

Sheila Foronda

Lead Designer

Jeff Johnson

Highway Design Manager

Brenda Duong

C02-C06 Summaries and Schedules

C01

Statutes, which include signing and sealing the documents.

the license requirements of Title 63, Chapter 5, Pennsylvania

An engineer employed by the United States is exempt from the Pennsylvania Department of Environmental Protection.

conformance with Chapter 105 of the rules and regulations of accepted engineering practice, is true and correct, and is in employees of the United States and is in accordance with

These design plans and specifications were performed by

Administration Federal Highway

U.S. Department of Transportation

FEMA Floodplain AreaM12-M13

F01-F08 Existing Conditions And Demolition Plans

M14 Darby Creek Watershed

INTERSTATE

INTERSTATE

JOHN HEINZ NATIONAL WILDLIFE REFUGE AT TINICUM

U.S. FISH AND WILDLIFE SERVICE

U.S. DEPARTMENT OF THE INTERIOR

TROLLEY BED ROAD AND HAUL ROAD

REHABILITATION OF

:3

M p r il

T it le

S h e e t

F W

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

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\A

P A

E R

F O

F W

T C

M

-1

(1

T it le .d g n

PROJECT

NUMBER

SHEET

A01PA ERFO FW TCM 2020-1(1)

PWD TRACKING NUMBER: FY26-PAER-8386-01

0.00EL.

BH TP

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 spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft spa.

shldr.

sec.

SC

SADT

S 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.

V vertical point of intersection vehicles per hour varies design speed

W west 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 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 spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft spa.

shldr.

sec.

SC

SADT

S

1 6

1 6

SEC.

SEC.

E

N 0

00000

JH

RBAR

PWD REVISION 1

NO. DATE BY REVISIONS

3/26/26

BD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION JOHN HEINZ WILDLIFE REFUGE AT TINICUM

HW

hex.

hdwl.

inv.

ID

jt.

high water hexagon headwall invert inside diameter joint ftg.

flg.

fin.

footing 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 diameter 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

LW

lt. or LT Ls

LPSM

long.

LOD

lat.

lam.

L low water left length of spiral lump sum longitudinal Limits of Disturbance latitude lamination length of curve gnd or grnd galv.

GAB

ga.

HW

hex.

hdwl.

ground galvanized graded aggregate base gage (gauge) high water 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

Sheet 1 of 2

:2

P

M a rc h

S

H E

E T fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\A

-A

P

A E

R F

O F

W T

C M

-1 (1 s y m

.d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

A02PA ERFO FW TCM 2020-1(1)

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION JOHN HEINZ WILDLIFE REFUGE AT TINICUM

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

Reinforced concrete pipe

Not applicable

Erosion and sediment

Edge of gravel

Ductile iron pipe

Aggregate surface course

Aggregate base

RCP

N/A

E&S

EOG

DIP

ASC

AB

Aggregate surface course

Sheet 2 of 2

:2

M a r c h

S

H E

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

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\A

-A

P

A E

R F

O F

W T

C M

-1 (1 s y m .d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

A03PA ERFO FW TCM 2020-1(1)

SCALE 1"=200'

0 100 200

SCALE 1"=2000'

0 1000 2000

N

N

R te

R te . 4

R te . 4

101+00 to 120+50

SCHEDULE A, Trolley Bed Road (Route 404)

PROJECT PA ERFO FW TCM 2020-1(1),

Garage A

Darby Creek

Hay Island

Smith Island

R te

R te . 4

Rte.

AZ

Tinicum

Wildlife Refuge at

John Heinz National

V is it o r

A c c e s s

R oa d

200+14 to 200+82

SCHEDULE B, Haul Road (Route 405)

PROJECT PA ERFO FW TCM 2020-1(1),

Impoundment Trail

L in d b e r g h B lv d

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

HAUL ROAD (ROUTE 405)

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

Approx: 39°52'32"N 75°16'03"W

Project Access Point

Approx: 39°52'32"N 75°16'03"W

Project Access Point

See Section 202

Roadside cleanup

Approx: 39°52'34"N 75°15'55"W

Project Stockpiling and Staging Area Under I-95 Bridges

INTERSTATE

325'

ENLARGED VIEW

See Enlarged View

50'

:0 p r il

A

L o c a ti o n

M a p fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\A

P A

E R

F O

F W

T C

M

-1

(1

L o c .d g n

LOCATION MAP

PROJECT

A04PA ERFO FW TCM 2020-1(1)

RBAR

RBAR

RBAR

RBAR

RBAR

RBAR

RBAR

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=140'

0 70 140

N

RBAR

A z

.3 to R

B A

R

2R

B A

R

A z

.3 to R

B A

R

A z . 1

.8

A

z. 308°

11.69'

Az . 2

°36

.62

R B

A R

Az. 119°

11.51'

A z

.7

A z.

.7

R B

A R

A z . 3

.5

Az. 270°

25.79'

A z

.9

R B A R A z

.4

Az. 105°

22.32'

A

z. 1

.9

R B

A R

A z

.7

Az. 122°

20.20'

A z

.0

RBAR

RBAR

RBAR

RBAR

RBAR

RBAR

RBAR

Long. -75.252881 Lat. 39.884368

R B

A R

A z . 3

.3

A z

.0

Az. 117°

25.43'

Units : US Survey Foot

Geoid Model : GEIOD18 (Conus)

Vert. Datum : NAVD 1988 (Conus)

Hor. Datum : NAD 1988 (Conus)

Zone : Pennsylvania S 3702

Coordinate System : US State Plane 1983

PROJECT COORDINATE SYSTEM

RBAR W/CAP0.9522667783.426208748.0691106

RBAR W/CAP1.3532668023.988208972.2721105

RBAR W/CAP0.7102668402.794209397.1601104

RBAR W/CAP0.3682668685.950209848.3361103

RBAR W/CAP0.7122668983.738210274.1491102

RBAR W/CAP1.6352669191.141210642.0691101

RBAR #IPF1.3032668855.480210112.751100

TYPEELEV.EASTINGNORTHINGNAME

PROJECT CONTROL POINTS

:1

M a r c h

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

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\A

-A

P

A E

R F

O F

W T

C M

-1 (1

S u rv e y

C o n tr o l.

d g n

SURVEY INFORMATION

PROJECT

A05PA ERFO FW TCM 2020-1(1)

H a ll R o a d G ra v e l

H a ll R o a d A s p h a lt

Boa t Ra mp Ac cess

Roa d - A spha lt

GPS

RBAR

RBAR

Boa t Ra mp A cce ss R oad

- A sph alt

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

HAUL ROAD (ROUTE 405)

SCHEDULE B

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=50'

0 25 50

N

GPS

C e n te r

I n fo r m a tio n

A z

.1 to R

B A

R

Az. 26 2°

60.7'

A z.

.3

RBAR

A z

.1 to G

P S R

B A

R

RBAR

A z.

.8

A z .3

.8

'Az.303°

6.54'

RBAR/GPS

RBAR

RBAR

N N N

Long. -75.257755 Lat. 39.892589

Units : US Survey Foot

Geoid Model : GEIOD18 (Conus)

Vert. Datum : NAVD 1988 (Conus)

Hor. Datum : NAD 1988 (Conus)

Zone : Pennsylvania S 3702

Coordinate System : US State Plane 1983

PROJECT COORDINATE SYSTEM

RBAR W/CAP11.1392667545.011213475.0881002

RBAR W/CAP11.4692667739.405213596.7841001

RBAR W/CAP (GPS)10.2372667696.781213489.8331000

TYPEELEV.EASTINGNORTHINGNAME

PROJECT CONTROL POINTS

:1

M a r c h

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

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\A

-A

P

A E

R F

O F

W T

C M

-1 (1

S u rv e y

C o n tr o l.

d g n

SURVEY INFORMATION

PROJECT

A06PA ERFO FW TCM 2020-1(1)

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404) AND HAUL ROAD (ROUTE 405)

SCHEDULE A AND B

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

:2

M a r c h

S

H E

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

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\A

P A

E R

F O

F W

T C

M

-1

(1

A li g n

D a ta

.d g n

ALIGNMENT DATA

PROJECT

A07PA ERFO FW TCM 2020-1(1)

C

(Route 404)

Trolley Bed Road

Existing ground

(unknown depth)

Existing aggregate

L

7.5'

Aggregate Surface Course

102+00 to 119+50 or flatter

1V:1.5H

6-inch Aggregate surface course

4% 4%

7.5' placing topsoil, 4-inch depth (typ.)

Turf establishment and furnishing and

C

(Route 404)

Trolley Bed Road

Existing ground depth varies (0 to 12")

Embankment construction, (unknown depth)

Existing aggregate

L

Lateral limit of disturbance match existing

Varies 7.5' to

Aggregate Surface Course (Transition Sections)

19+50 to 120+501

101+00 to 102+00 or flatter

1V:1.5H

6-inch Aggregate surface course or fl at te r

1V:

2H

4% 4% placing topsoil, 4-inch depth (typ.)

Turf establishment and furnishing and

Profile grade

Profile grade varies (see cross sections)

Embankment construction, depth

Varies 15' to match existing

Travel Lane

Lateral limit of disturbance

15'

Travel Lane disturbed areas, excluding rock and paved areas.

2. Place rolled erosion product Type 3.B on all with riprap according to Detail E251-A.

1. Stabilize slopes at the areas shown in the plans match existing

Varies 7.5' to or fl at te r

1V:

2H

NO SCALE

3/26/26 BD

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

OHWM~ -2' OHWM~ -2'

OHWM~ -2'

OHWM~ -2'

NOTES:

:2

M a r c h

T

Y P

E R

-1 fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\B

-B

P A

E R

F O

F W

T C

M

-1

(1 ty p

.d g n

TYPICAL SECTIONS

PROJECT

B01PA ERFO FW TCM 2020-1(1)

8.5'

Asphalt Concrete Pavement

Existing ground or flatter

1V:2H

9-inch Roadway excavation

6-inch Aggregate base, grading C or D

(unknown depth)

Existing aggregate

1.5-inch Asphalt concrete pavement, type 1 (3/8-inch NMSA)

(typ.)placing topsoil, 4-inch depth

Turf establishment and furnishing and shldr.

1' shldr.

1'

Separation-stabilization geotextile, class 2, type B or flat ter1V:2

H

Asphalt tack coat

3-inch Asphalt concrete pavement, type 1 (3/4-inch NMSA)

6.5' existing

Match existing

Match

15'

Travel Lane

Lateral limit of disturbance

C

(Route 405)

Haul Road

L disturbed areas, excluding rock and paved areas.

Place rolled erosion product Type 3.B on all

NO SCALE

3/26/26 BD

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

HAUL ROAD (ROUTE 405)

SCHEDULE B

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

NOTE:

:2

M a r c h

T

Y P

E

-2 fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\B

-B

P A

E R

F O

F W

T C

M

-1

(1 ty p

.d g n

TYPICAL SECTIONS

PWD TRACKING NUMBER: FY26-PAER-8386-01

PROJECT

B02PA ERFO FW TCM 2020-1(1)

SCHEDULE A SCHEDULE B

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404) AND HAUL ROAD (ROUTE 405)

SCHEDULES A AND B

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

:3 p r il

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

P R

O J E

C T

S

F W

S \T

C M

\2 -1

(1

H W

Y D

E S

\C A

D D

\C P

A E

R F

O F

W T

C M

-1

(1 p ln q ta b .d g n

TABULATION OF QUANTITIES

PROJECT

C01PA ERFO FW TCM 2020-1(1)

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

:3 p r il

S c h e d u le

P R

O J E

C T

S

F W

S \T

C M

\2 -1

(1

H W

Y D

E S

\C A

D D

\C P

A E

R F

O F

W T

C M

-1

(1 p ln q ta b .d g n

SUMMARIES AND SCHEDULES

PROJECT

C02PA ERFO FW TCM 2020-1(1)

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

:3 p r il

S c h e d u le

A

R e m o v l

P R

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S

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(1

H W

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\C A

D D

\C P

A E

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-1

(1 p ln q ta b .d g n

SUMMARIES AND SCHEDULES

PROJECT

C03PA ERFO FW TCM 2020-1(1)

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

HAUL ROAD (ROUTE 405)

SCHEDULE B

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

:3 p r il

S c h e d u le

B

P R

O J E

C T

S

F W

S \T

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(1

H W

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\C A

D D

\C P

A E

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O F

W T

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-1

(1 p ln q ta b .d g n

SUMMARIES AND SCHEDULES

PROJECT

C04PA ERFO FW TCM 2020-1(1)

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

HAUL ROAD (ROUTE 405)

SCHEDULE B

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

:3 p r il

S c h e d u le

B

R e m o v l

P R

O J E

C T

S

F W

S \T

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\2 -1

(1

H W

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E S

\C A

D D

\C P

A E

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O F

W T

C M

-1

(1 p ln q ta b .d g n

SUMMARIES AND SCHEDULES

PROJECT

C05PA ERFO FW TCM 2020-1(1)

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404) AND HAUL ROAD (ROUTE 405)

SCHEDULES A AND B

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCHEDULE A

SCHEDULE B

:3 p r il

S c h e d u le

A a n

P R

O J E

C T

S

F W

S \T

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\2 -1

(1

H W

Y D

E S

\C A

D D

\C P

A E

R F

O F

W T

C M

-1

(1 p ln q ta b .d g n

SUMMARIES AND SCHEDULES

PROJECT

C06PA ERFO FW TCM 2020-1(1)

BEGIN PROJECT

101+00

N 208,534.878

E 2,667,648.465 See Detail E251-A method A, class 3

50'x3' Placed riprap, Toe of fill (typ.)

Construction centerline

Proposed EOG

Existing EOG

Trolley Bed Ro ad

.5

.5

N

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION JOHN HEINZ WILDLIFE REFUGE AT TINICUM

PLAN AND PROFILE

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

SCALE 1"=20'

0 10 20

PI 102+40.45

Δ = 08°25'25" (RT)

R = 200.00' T = 14.73' L = 29.40' e = ___

PI 101+21.51

Δ = 03°46'30" (LT)

R = 200.00' T = 6.59' L = 13.18' e = ___

P C

.7

P T

.1

N33°53'36"E N30°07'05"E

P C

.9

P T

.1

P O

B

.0

2 1

M A T

C H L

IN

E

.0

100+50 101+00 101+50 102+00 102+50 103+00

-2 -2

0 0

2 2

4 4

+1.50%

+0.01%

.0

.2

SSD = 738'

K = 17

25' VC

.7

Existing ground

BEGIN PROJECT

101+00.00

Profile grade

:3 p ri l

T ro ll e y B e d

R o a d

B L

P la n

S h e t] fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\D

-D

P

A E

R F

O F

W T

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-1 (1 p ln p p

.d g n

PROJECT

D01PA ERFO FW TCM 2020-1(1)

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

Trolley B ed Road

- Grave l

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" A

S H

" H

A W

T H

O R N E

RBAR

" T

W

IN

LO

C U S T

" H

A W

T H

O R N E

" LO

C U S T

Trolley Bed Road - Gravel

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A C K B E R R Y

" H

A W

T H

O R N E

" T

W

IN

LO

C U S T

" H

A W

T H

O R N E

" T

W

IN

LO

C U S T

" H

A W

T H

O R N E

" H

A W

T H

O R N E

Toe of fill (typ.)

Construction centerline

Proposed EOG

Existing EOG

Trolley Bed Road

.5

.5

N

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION JOHN HEINZ WILDLIFE REFUGE AT TINICUM

PLAN AND PROFILE

0 10 20

PI 104+18.68

Δ = 10°17'53" (RT)

R = 200.00' T = 18.02' L = 35.95' e = ___

N38°32'30 "E N48°50'23"E

P C

.6

P T

.6

4 1

M A T

C H L

IN

E

.0

M A T

C H L

IN

E

.0

103+50 104+00 104+50 105+00 105+50 106+00

-2 -2

0 0

2 2

4 4

+0.01%

Existing ground

Profile grade

:3 p ri l

T ro ll e y B e d

R o a d

B L

P la n

S h e fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\D

-D

P

A E

R F

O F

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-1 (1 p ln p p

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PROJECT

D02PA ERFO FW TCM 2020-1(1)

" O

A K

" H

A C

K B E R R Y

" O

A K

" O

A K

" O

A K

" A

S H

" O

A K

" H

A W

T H

O R

N E

Trolley Bed Road - Gravel

" C

H E R R Y

" O

A K

" M

A P L E

Trolley Bed R oad - G ravel

" O

A K

RBAR

" O

A K

" O

A K

" O

A K

" O

A K

" O

A K

" H

A W

T H

O R

N E

" H

A W

T H

O R

N E

" O

A K

" H

A W

T H

O R

N E

" C

H E R R Y

" O

A K

" M

A P L E

" C

H E R R Y

Toe of fill (typ.)

Construction centerline

Existing EOG

Trolley Bed R oad

Proposed EOG

See Detail E251-A method A, class 3

40'x3' Placed riprap, removed by others

Existing sign to be

.5

.5

N

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION JOHN HEINZ WILDLIFE REFUGE AT TINICUM

PLAN AND PROFILE

0 10 20

PI 107+76.62

Δ = 09°19'09" (RT)

R = 500.00' T = 40.75' L = 81.33' e = ___

PI 106+86.55

Δ = 13°51'36" (LT)

R = 200.00' T = 24.31' L = 48.38' e = ___

N34°58'4 7"E

N44°17'57"E

P C

.2

P T

.6

P C

.8

P T

.1

M A T

C H L

IN

E

.0

M A T

C H L

IN

E

.0

106+50 107+00 107+50 108+00 108+50 109+00

-2 -2

0 0

2 2

4 4

+0.01%

Existing ground

Profile grade

:3 p ri l

T ro ll e y B e d

R o a d

B L

P la n

S h e fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\D

-D

P

A E

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O F

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-1 (1 p ln p p

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PROJECT

D03PA ERFO FW TCM 2020-1(1)

10" MAPLE

" B

IR

C

H

6" MAPLE

10" SWEET GUM

Trolley Bed Road - Gravel

9" SWEET

GUM

" T

IN

IR

C H

12" PENTA

BIRCH

8" MAPLE

6" HACKBERRY

8" SWEET

GUM

" A

S H

Trolley Bed Road - Gravel

12" SWEET GUM

18" SWEET GUM

20" HAWTHORNE

Toe of fill (typ.)

Construction centerline

See Detail E251-A method A, class 3

10'x3' Placed riprap, Proposed EOG Existing EOG

.5

Trolley Bed Road7 .5

N

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION JOHN HEINZ WILDLIFE REFUGE AT TINICUM

PLAN AND PROFILE

0 10 20

PI 109+91.46

Δ = 04°37'16" (LT)

R = 1,500.00' T = 60.52' L = 120.98' e = ___

N39°40'41"E

P C

.9

P T

.9

P C

.1

9 1

M A T

C H L

IN

E

.0

M A T

C H L

IN

E

.0

109+50 110+00 110+50 111+00 111+50 112+00

-2 -2

0 0

2 2

4 4

+0.01%

Profile grade

Existing ground

:3 p ri l

T ro ll e y B e d

R o a d

B L

P la n

S h e fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\D

-D

P

A E

R F

O F

W T

C M

-1 (1 p ln p p

.d g n

PROJECT

D04PA ERFO FW TCM 2020-1(1)

" T

W

IN

A S

H

" A

S H

" M

A P L E

" A

S H

" T

W

IN

" T

W

IN1

Trolley Bed Road - Gravel

" A

S H

" A

S H

" T

W

IN

A S

H

RBAR

" A

S H

15" SWEET GUM

" A

S H

13" SWEET GUM

" M

A P L E

" O

A K

" T

R

IP

L E

" A

S H

Toe of fill (typ.)

Construction centerline

Proposed EOG Existing EOG

Trolley Bed Road

See Detail E251-A method A, class 3

10'x3' Placed riprap, .5

.5

N

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION JOHN HEINZ WILDLIFE REFUGE AT TINICUM

PLAN AND PROFILE

0 10 20

PI 113+96.96

Δ = 01°29'32" (LT)

R = 1,500.00' T = 19.53' L = 39.06' e = ___

N34°09'19"E

PI 112+24.44

Δ = 05°31'22" (LT)

R = 1,500.00' T = 72.35' L = 144.58' e = ___

P T

.6

P C

.4

P T

.4

M A T

C H L

IN

E

.0

M A T

C H L

IN

E

.0

112+50 113+00 113+50 114+00 114+50 115+00

-2 -2

0 0

2 2

4 4

6 6

+0.01%

Existing ground

Profile grade

:3 p ri l

T ro ll e y B e d

R o a d

B L

P la n

S h e fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\D

-D

P

A E

R F

O F

W T

C M

-1 (1 p ln p p

.d g n

PROJECT

D05PA ERFO FW TCM 2020-1(1)

" A

S H

" A

S H

" T

R

IP

L E

" A

S H

" M

A P L E

" T

W

IN

M A P L E

9" SIDEWAYS

" A

S H

" A

S H

" A

S H

" T

W

IN

" A

S H

RBAR10" HAWTHORNE

TRIPLE

Trolley Bed Road - Gravel

Trolley Bed Road - Gravel

" A

S H

" O

A K

" O

A K

" A

S H

16" HAWTHORNE

13" SIDEWAYS

See Detail E251-A method A, class 3

33'x3' Placed riprap, Toe of fill (typ.)

Construction centerline

Proposed EOG

Existing EOG

Trolley Bed Road

See Detail E251-A method A, class 3

17'x3' Placed riprap, removed by others

Existing bench to be

See Detail E251-A method A, class 3

29'x3' Placed riprap, See Detail E251-A method A, class 3

62'x3' Placed riprap, .5

.5

N

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION JOHN HEINZ WILDLIFE REFUGE AT TINICUM

PLAN AND PROFILE

0 10 20

PI 116+44.42

Δ = 01°56'45" (RT)

R = 1,000.00' T = 16.98' L = 33.96' e = ___

PI 117+10.72

Δ = 01°17'43" (LT)

R = 1,000.00' T = 11.30' L = 22.61' e = ___

N32°39'47"E N34°36'32"E

P C

.4

P T

.0

P C

.4

P T

.4

M A T

C H L

IN

E

.0

M A

T C

H L

IN

E

.0

115+50 116+00 116+50 117+00 117+50 118+00

-2 -2

0 0

2 2

4 4

6 6

+0.01%

Profile grade

Existing ground

:3 p ri l

T ro ll e y B e d

R o a d

B L

P la n

S h e fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\D

-D

P

A E

R F

O F

W T

C M

-1 (1 p ln p p

.d g n

PROJECT

D06PA ERFO FW TCM 2020-1(1)

" 6

" 1

" T

W

IN

" T

R

IP

L E

" D

O U

B L E

Trolley Bed Road - Gravel

RBAR

END PROJECT

120+50

N 210,067.961

E 2,668,838.188

See Detail E251-A method A, class 3

62'x3' Placed riprap, Toe of fill (typ.)

Construction centerline

Proposed EOG

Existing EOG

Trolley Bed Road

See Detail E251-A method A, class 3

29'x3' Placed riprap, N

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION JOHN HEINZ WILDLIFE REFUGE AT TINICUM

PLAN AND PROFILE

0 10 20

N33°18'49"E

M

A T

C H

L

IN

E

.0

118+50 119+00 119+50 120+00 120+50 121+00

-2 -2

0 0

2 2

4 4

.3

+0.01%

-1.13%

.0

.5

H P

.7

SSD = 587'

K = 13

15' VC

Existing ground

Profile grade

END PROJECT

120+50.00

:3 p r il

T r o ll e y B e d R o a d B

L

P la n

S h e fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\D

-D

P

A E

R F

O F

W T

C M

-1 (1 p ln p p

.d g n

PROJECT

D07PA ERFO FW TCM 2020-1(1)

E le v . 4 .0

" D

IP

x .0

I N

F O

T

W I N

E le v . 5 .2

M E

T A

L G

A T

E

T h is P o in t

N o F is h in g B e y o n d

N o V e h ic le s

M

A P

L E

Hall Ro ad - Asp halt

M

A P

L E

M

A P

L E

S T

O N

E H

E A

D W

A L L

S T

O N

E H

E A

D W

A L L

E le v . 7 .5

P V

C x .2

E le v . 7 .5

W o o d H a n d r a il

M

A P

L E

A s p h a lt

C o n cre te +

M

A P

L E

B o a t R a m p A c c e s s R o a d A s p h a lt

M

A P

L E

P A

R K I

N F

O

W e tla n d L o o p

B ig B o a r d w a lk L o o p

R B

A R

BOULDERS

R e s tro o m s

M

A P

L E

N

See Detail E620-01 masonry headwalls

Remove and install stone and Detail E602-01 culvert (CMP). See Drainage Profile

Remove 12" and install 24" pipe

Cut/fill transition (typ.)

Top of cut (typ.)

Im poundm ent

Loop Trail

See Detail E251-01 class 2 (8 tons)

Placed riprap, method A, removed by others

Existing gate to be

Toe of fill (typ.)

Haul Road

B o a t R a m p A c c e s s R o to remain

Existing boulders centerline

Construction with Subsection 619.03(d).

install fence (wood) in accordance

Remove existing fence (wood) and

Offset 8.5' lt.

200+53.78 trail elevation

Match existing

Offset 8.5' lt.

200+02.03 trail elevation

Match existing

Offset 6.5' rt.

200+21.87

Offset 6.5' rt.

200+53.78 asphalt elevation.

Match existing

Offset 8.0' lt.

200+83.24 asphalt elevation

Match existing

Offset 7.35 rt.

200+81.76

Offset 7.70' rt.

200+77.68

See Detail E620-01 masonry headwalls

Remove and install stone

Offset 7.10' rt.

200+64.57

Offset 7.41' lt.

200+71.35

Offset 6.85' lt.

200+59.80

BEGIN PROJECT

200+14

N 213,380.594

E 2,667,581.590

200+82

N 213,448.557

E 2,667,571.458

END PROJECT8

.5

.5 and Detail E602-08 pipe culvert (RCP). See Drainage Profile

Remove 8" PVC and install 18" elliptical asphalt elevation

Match existing

Offset 9.6' lt.

201+00.00 asphalt elevation

Match existing

Offset 15.4 rt.

200+99.21 asphalt elevation

Match existing

Offset 11.8' lt.

201+07.90 asphalt elevation

Match existing

Offset 16.3 rt.

201+06.71

16 lnft

Ditch excavation, 20 lnft

Ditch excavation, FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

HAUL ROAD (ROUTE 405)

SCHEDULE B

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=10'

0 5 10 parallel to Boat Ramp Access Road.

Do not disturb existing underground power located

NOTE:

PI 200+99.54

Δ = 41°44'46" (RT)

R = 120.00' T = 45.76' L = 87.43' e = ___

N11°2 1'21

"W

P C

.7

8 P C

C

.2

P O

B

.0

P O

E

.2

:3 p ri l

H a u l R o a d B

L

P la n

S h e fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\D

P A

E R

F O

F W

T C

M

-1

(1 p ln p p .d g n

PLAN

PROJECT

D08PA ERFO FW TCM 2020-1(1)

Trolley Bed Road

Construction centerline

BEGIN PROJECT

101+00

N 208,534.878

E 2,667,648.465

Wetlands

Wetlands

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=20'

0 10 20

LEGEND:

Tree to be removed

M A

T C

H L I N

E

.0

John Heinz NWR Impoundment

John Heinz NWR Impoundment

:3 p r il

T r o ll e y B e d R o a d B

L

P la n

S h e

P R

O J E

C T

S

F W

S \T

C M

\2

-1 (1

H

W Y

D

E S

\C A

D D

\F

-D

P

A E

R F

O F

W T

C M

-1 (1 d e m o .d g n

AND DEMOLITION PLAN

EXISTING CONDITIONS

PROJECT

F01PA ERFO FW TCM 2020-1(1)

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

Trolley B ed Road

- Grave l

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" A

S H

" H

A W

T H

O R N E

RBAR

" T

W

IN

LO

C U S T

" H

A W

T H

O R N E

" LO

C U S T

Trolley Bed Road - Gravel

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A W

T H

O R N E

" H

A C K B E R R Y

" H

A W

T H

O R N E

" T

W

IN

LO

C U S T

" H

A W

T H

O R N E

" T

W

IN

LO

C U S T

" H

A W

T H

O R N E

" H

A W

T H

O R N E

Trolley Bed Road

Construction centerline

Wetlands

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=20'

0 10 20

LEGEND:

Tree to be removed

4 1

M A

T C

H L I N

E

.0

M A

T C

H L I N

E

.0

John Heinz NWR Impoundment

John Heinz NWR Impoundment

:3 p r il

T r o ll e y B e d R o a d B

L

P la n

S h e

P R

O J E

C T

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F W

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H

W Y

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\C A

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\F

-D

P

A E

R F

O F

W T

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-1 (1 d e m o .d g n

AND DEMOLITION PLAN

EXISTING CONDITIONS

PROJECT

F02PA ERFO FW TCM 2020-1(1)

" O

A K

" H

A C

K B E R R Y

" O

A K

" O

A K

" O

A K

" A

S H

" O

A K

" H

A W

T H

O R

N E

Trolley Bed Road - Gravel

" C

H E R R Y

" O

A K

" M

A P L E

Trolley Bed R oad - G ravel

" O

A K

RBAR

" O

A K

" O

A K

" O

A K

" O

A K

" O

A K

" H

A W

T H

O R

N E

" H

A W

T H

O R

N E

" O

A K

" H

A W

T H

O R

N E

" C

H E R R Y

" O

A K

" M

A P L E

" C

H E R R Y

Trolley Bed R oad

Construction centerline

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=20'

0 10 20

LEGEND:

Tree to be removed

M A

T C

H L I N

E

.0

M A

T C

H L I N

E

.0

John Heinz NWR Impoundment

John Heinz NWR Impoundment

:3 p r il

T r o ll e y B e d R o a d B

L

P la n

S h e

P R

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C T

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H

W Y

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\C A

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\F

-D

P

A E

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O F

W T

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-1 (1 d e m o .d g n

AND DEMOLITION PLAN

EXISTING CONDITIONS

PROJECT

F03PA ERFO FW TCM 2020-1(1)

" B

IR

C

H

6" MAPLE

10" SWEET GUM

Trolley Bed Road - Gravel

9" SWEET

GUM

" T

C H

12" PENTA

BIRCH

8" MAPLE

6" HACKBERRY

8" SWEET

GUM

" A

S H

Trolley Bed Road - Gravel

12" SWEET GUM

18" SWEET GUM

20" HAWTHORNE

Trolley Bed Road

Construction centerline

Wetlands

Wetlands

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=20'

0 10 20

LEGEND:

Tree to be removed

9 1

M A

T C

H L I N

E

.0

M A

T C

H L I N

E

.0

John Heinz NWR Impoundment

John Heinz NWR Impoundment

:3 p r il

T r o ll e y B e d R o a d B

L

P la n

S h e

P R

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C T

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F W

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\2

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H

W Y

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\C A

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\F

-D

P

A E

R F

O F

W T

C M

-1 (1 d e m o .d g n

AND DEMOLITION PLAN

EXISTING CONDITIONS

PROJECT

F04PA ERFO FW TCM 2020-1(1)

W

IN

A S

H

" A

S H

" M

A P L E

" A

S H

" T

W

IN

" T

W

IN1

Trolley Bed Road - Gravel

" A

S H

" A

S H

" T

W

IN

A S

H

RBAR

" A

S H

15" SWEET GUM

" A

S H

13" SWEET GUM

" M

A P L E

" O

A K

" T

R

IP

L E

" A

S H

Trolley Bed Road

Construction centerline

Wetlands

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=20'

0 10 20

Tree to be removed

LEGEND:

M A

T C

H L I N

E

.0

M A

T C

H L I N

E

.0

John Heinz NWR Impoundment

John Heinz NWR Impoundment

:3 p r il

T r o ll e y B e d R o a d B

L

P la n

S h e

P R

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H

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\C A

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\F

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P

A E

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O F

W T

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-1 (1 d e m o .d g n

AND DEMOLITION PLAN

EXISTING CONDITIONS

PROJECT

F05PA ERFO FW TCM 2020-1(1)

" A

S H

" A

S H

" T

R

IP

L E

" A

S H

" M

A P L E

" T

W

IN

M A P L E

9" SIDEWAYS

" A

S H

" A

S H

" A

S H

" T

W

IN

" A

S H

RBAR10" HAWTHORNE

TRIPLE

Trolley Bed Road - Gravel

Trolley Bed Road - Gravel

" A

S H

" O

A K

" O

A K

" A

S H

16" HAWTHORNE

13" SIDEWAYS

Trolley Bed Road

Construction centerline

Wetlands

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=20'

0 10 20

LEGEND:

Tree to be removed

M A

T C

H L I N

E

.0

M A

T C

H L

IN

E

.0

John Heinz NWR Impoundment

John Heinz NWR Impoundment

:3 p r il

T r o ll e y B e d R o a d B

L

P la n

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P R

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C T

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AND DEMOLITION PLAN

EXISTING CONDITIONS

PROJECT

F06PA ERFO FW TCM 2020-1(1)

" 6

" 1

" T

W

IN

" T

R

IP

L E

" D

O U

B L E

Trolley Bed Road - Gravel

RBAR

Trolley Bed Road

Construction centerline

END PROJECT

120+50

N 210,067.961

E 2,668,838.188

Wetlands

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TROLLEY BED ROAD (ROUTE 404)

SCHEDULE A

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=20'

0 10 20

LEGEND:

Tree to be removed

M

A T

C H

L

IN

E

.0

John Heinz NWR Impoundment

John Heinz NWR Impoundment

:3 p r il

T r o ll e y B e d R o a d B

L

P la n

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P R

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-1 (1

H

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AND DEMOLITION PLAN

EXISTING CONDITIONS

PROJECT

F07PA ERFO FW TCM 2020-1(1)

E le v . 4 .0

D

IP

x .0

I N

F O

T

W I N

E le v . 5 .2

M E

T A

L G

A T

E

T h is P o in t

N o F is h in g B e y o n d

N o V e h ic le s

M

A P

L E

Hall Roa d - A spha lt

M

A P

L E

M

A P

L E

S T

O N

E H

E A

D W

A L L

S T

O N

E H

E A

D W

A L L

E le v . 7 .5

P V

C x .2

E le v . 7 .5

W o o d H a n d r a il

M

A P

L E

A s p h a lt

C o n cre te +

M

A P

L E

B o a t R a m p A c c e s s R o a d A s p h a lt

M

A P

L E

P A

R K I

N F

O

W e tla n d L o o p

B ig B o a r d w a lk L o o p

R B

A R

BOULDERS

R e s tro o m s

M

A P

L E

N

Im poundm ent

Loop Trail

Haul Road

B o a t R a m p A c c e s s R o a d centerline

Construction

BEGIN PROJECT

200+14

N 213,380.594

E 2,667,581.590

END PROJECT

200+82

N 213,448.557

E 2,667,571.458 asphalt pavement

Remove existing headwall and pipe culvert

Remove existing stone stone headwall

Remove existing asphalt pavement

Remove existing pipe culvert

Remove existing

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

HAUL ROAD (ROUTE 405)

SCHEDULE B

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=10'

0 5 10

LEGEND:

Tree to be removed

:3 p r il

H a u l R o a d

B L

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S h e

P R

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(1

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\C A

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\F P

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-1

(1 d e m o .d g n

AND DEMOLITION PLAN

EXISTING CONDITIONS

PROJECT

F08PA ERFO FW TCM 2020-1(1)

CL

Remove existing 12" DIP culvert.

Install 24" corrugated metal pipe culvert.

Length = 20'

Skew = 18° Rt. ahead

Geotextile, Class 1, Type C

(see Detail E251-01)

Placed riprap, method A, class 2 offset: 10.54' elev. 3.99'

Invert outlet

(see Detail E620-01)

Remove and install stone masonry headwall

Existing ground

(see Detail E620-01)

Remove and install stone masonry headwall offset: 8.95' elev. 4.24'

Invert outlet

1.25% Slope

+4.8% -3.0%

1V:3 H

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION JOHN HEINZ WILDLIFE REFUGE AT TINICUM

SCALE 1"=5'

0 2.5 5

200+68.36

-30 -20 -10 0 10 20 30

0 0

10 10

7.28 Des Grade =

6.65 Subgrade =

7.28 Original Grnd =

HAUL ROAD (ROUTE 405)

SCHEDULE B

NOTE:

Maintain minimum 1-foot pipe cover during construction to prevent damage to pipe from equipment.

:3 p r il

C u lv e r t

.3

S h e fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

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C T

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F W

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\2

-1 (1

H

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\C A

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\K

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F O

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M

-1

(1 p ln p p .d g n

DRAINAGE PROFILE

PROJECT

K01PA ERFO FW TCM 2020-1(1)

offset: 4.13' elev. 6.36'

Invert outlet

Remove existing 8" PVC culvert.

Install 18" equivalent ellipitical RCP culvert.

Length = 8'

No Skew offset: 4.13' elev. 6.40'

Invert outlet

1V:3 H

Existing ground

1.7% Slope 0.50% Slope

CL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DRAINAGE PROFILE

SCHEDULE B

JOHN HEINZ WILDLIFE REFUGE AT TINICUM

HAUL ROAD (ROUTE 405)

/26/263

SCALE 1"=5'

0 2.5 5

-0+20-0+20 -0+10 0+00 0+10 0+20

5 5

10 10

201+03.48

8.69Original Grnd =

NOTE:

Maintain minimum 1-foot pipe cover during construction to prevent damage to pipe from equipment.

:3 p r il c u lv e r t-

P r o f il e

S h e

P R

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\2 -1

(1

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\C A

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\K P

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W T

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-1

(1 p ln p p .d g n

PROJECT

K02PA ERFO FW TCM 2020-1(1)

TROLLEY BED ROAD (ROUTE 404) AND HAUL ROAD (ROUTE 405)

SCHEDULES A AND B

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:3

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S u r_ ft

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N a rr a ti v e .d g n

CONTROL NARRATIVE

EROSION AND SEDIMENT

water fishes.

Schedule B = 0.02 acres). The receiving water is Darby Creek that is a Chapter 93 designated stream for warm

The total disturbed area for the project is approximately 0.52 acres (Schedule A = 0.50 acres and masonry headwalls.

Soil disturbing activities include embankment construction, placing riprap, and installing pipe culverts and stone place riprap, and other miscellaneous work.

course, asphalt concrete pavement, remove and install pipe culverts, remove and install stone masonry headwalls, segment of Mainline Haul Road. This work includes embankment construction, aggregate base, aggregate surface

This project consists of the reconstruction of a 0.37-mile segment of Mainline Trolley Bed Road and a 0.01-mile

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 waste materials into the on-site dumpsters. Dispose of material according to Federal, State, and local regulations.

appropriate and clearly marked containers away from other non-waste materials. Do not dispose of hazardous conduct these activities in a covered area to avoid contact with storm water. Store all hazardous waste materials in could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and battery fluid. If feasible, Hazardous waste will not be generated from normal construction activities. Equipment fueling and maintenance 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 containers. Collect 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 prevent

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 and are functioning as described in the Erosion and Sediment Control Plan.

the erosion and sediment control best management practices specified for that stage or phase have been installed

General site clearing, grubbing, and topsoil removal may not commence in any stage or phase of the project until

Limit clearing, grubbing, and topsoil removal to those areas described in each stage of the construction sequence.

review and approval.

erosion and sediment control plan to PWD and Pennsylvania Department of Environmental Protection (PA DEP) for

Notify PWD of any changes to the approved plan prior to implementation of those changes. Submit a revised with the sequence of construction.

Coordinator of the PWD can be reached at 215-685-6387. All earth disturbance activities will proceed in accordance

Control Plan Preparer, and the Inspections Coordinator of the Philadelphia Water District (PWD). The Inspections hold an on-site reconstruction meeting and invite the Refuge Manager, Contractor, the Erosion and Sediment

At least 7 days prior to starting any earth disturbance activities, including clearing and grubbing, notify the CO to 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 and Sediment Control Narrative is meant as a guideline for preventing erosion and controlling sediment.

General Guidelines

PROJECT

M01PA ERFO FW TCM 2020-1(1)

be required.

the E&S BMPs fail to perform as expected, replacement BMPs, or modifications of those installed, will replacement, regrading, reseeding, remulching, and renetting, must be performed immediately. If weekly basis. All preventative and remedial maintenance work, including clean out, repair, inspections of all E&S BMPs prior to any anticipated storm event, after each runoff event and on a Until the site is stabilized, all E&S BMPs shall be maintained properly. Maintenance shall include minimize the potential for erosion and sediment pollution and notify PWD and PA DEP.

and/or sediment pollution, the operator shall implement appropriate best management practices to Immediately upon discovering unforeseen circumstances posing the potential for accelerated erosion water and on all other disturbed areas specified on the plan maps and/or detail sheets.

Erosion control blanketing shall be installed on all slopes 3H:1V or steeper within 50 feet of a surface filter outlet. Sediment must be removed when accumulations reach 1/3 the height of the outlet.

Any fence section which has been undermined or topped must be immediately replaced with a rock ground height of the filter fence.

spaced at a maximum of 8 feet. Sediment must be removed when accumulations reach ½ the above extended at least 8 feet upslope at 45 degrees to the main barrier alignment. Support stakes shall be Filter fabric fence should be installed at level grade. Both ends of each fence section should be sediment be washed, shoveled, or swept into any roadside ditch, storm sewer, or surface water.

paved roadways shall be removed and returned to the construction site. In no case shall the maintained on-site for this purpose. At the end of each construction day, all sediment deposited on The rock construction entrance thickness shall be constantly maintained on-site. A stockpile shall be areas shall not exceed 1V:2H.

The maximum height for stockpiles areas shall be 20 feet. The maximum side slope for stockpile events.

occur on a weekly basis, before any anticipated precipitation events, and after all precipitation Inspection and maintenance of all erosion and sediment control best management practices shall of any erosion and sediment control practices.

PWD is not responsible for any cleaning or repairs needed on City-owned infrastructure due to failure the project site.

Inlet protection should be provided for all inlets owned by PWD that are located within one block of the procedure described in this plan, over undisturbed vegetated areas.

necessary during construction. All pumping of water from any work area shall be done according to An Industrial Waste Permit will be required should pumping to City-owned infrastructure become

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

perimeter control measures.

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

A copy of the approved drawings must be available at the project site at all times.

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

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

General Guidelines Continued PWD TRACKING NUMBER: FY26-PAER-8386-01

TROLLEY BED ROAD(ROUTE 404) AND HAUL ROAD (ROUTE 405)

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:3

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-1 (1

E

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N a rr a ti v e .d g n

CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M02PA ERFO FW TCM 2020-1(1)

land in excess of 5,000 square feet.”

implosion; or engaging in earthworks, defined as “clearing, grubbing, or earth disturbance of any thousand (10,000) square feet; completely or partially demolishing any building or structure by is more than three (3) stories, greater than forty (40) feet tall, or encompasses more than ten A Dust Control Permit will be required when completely demolishing a building or structure that burned, buried, dumped, or discharged at the site.

271.1, and 287.1 et seq. No building materials or wastes or unused building materials shall be accordance with the PA DEP’s Solid Waste Management Regulations at 25 PA Code 260.1 et seq., All building materials and wastes shall be removed from the site and recycled or disposed of in the existing and/or proposed PWD facilities.

for additional approvals and permits required for all water services, meters, and connections to Contact PWD Water Transport Records (1101 Market Street, 2nd Floor, Phone: 215-685-6271)

Specifications For Sewers”, 2019 edition.

Corrosion Control Specifications”, 1985 edition, and “Standard Details and Standard accordance with the City of Philadelphia Water Department “Water Main Standard Details and All work associated with PWD water conveyance and sewer infrastructure shall be done in

Approved PCSMP is permitted without prior approval from PWD.

stormwater management plan (PCSMP) approved by PWD. No change or deviation from the During construction, the selected contractor is expected to follow the post-construction

(when applicable).

debris having potential to clog the basin/trap outlet structures and/or pollute the surface waters.

Sediment basins and/or traps shall be kept free of all construction waste, wash water, and other during the germinating season.

ensure rapid revegetation of disturbed areas, such removal/conversions are to be done only during removal or conversion of the E&S BMPs shall be stabilized immediately. In order to converted to permanent post-construction stormwater management practices. Areas disturbed After final site stabilization has been achieved, temporary E&S BMPs must be removed or stabilized or until they are replaced by another BMP approved by PWD and PA DEP.

E&S BMPs shall remain functional as such until all areas tributary to them are permanently and fill slopes shall be capable of resisting failure due to slumping, sliding, or other movements.

other permanent non-vegetative cover with a density sufficient to resist accelerated erosion. Cut Permanent stabilization is defined as a minimum uniform, perennial 70% vegetative cover or accordance with the permanent stabilization specifications.

specifications. Those areas which will not be reactivated within one year shall be stabilized in reactivated within one year, may be stabilized in accordance with the temporary stabilization blanketing shall be applied as described in the plan. Areas not at finished grade, which will be operator shall stabilize all disturbed areas. During non-germinating months, mulch or protective Immediately after earth disturbance activities cease in any area or subarea of the project, the

General Guidelines Continued the standards of this plan.

of a surface water, or as otherwise shown on the plan drawings, shall be blanketed according to slopes in competent bedrock and rock fills need not be vegetated. Seeded areas within 50 feet All graded areas shall be permanently stabilized immediately upon reaching finished grade. Cut standard and specification for subsurface drain or other approved method.

Seeps or springs encountered during construction shall be handled in accordance with the

Fill shall not be placed on saturated or frozen surfaces.

fills.

Frozen materials or soft, mucky, or highly compressible materials shall not be incorporated into objectionable materials that would interfere with or prevent construction of satisfactory fills.

Fill materials shall be free of frozen particles, brush, roots, sod, or other foreign or All earthen fills shall be placed in compacted layers not to exceed nine inches in thickness.

compacted in accordance with local requirements or codes.

other related problems. Fill intended to support buildings, structures, and conduits, etc. shall be All fills shall be compacted as required to reduce erosion, slippage, settlement, subsidence, or outslopes shall have a minimum of two inches of topsoil.

shall have a minimum four inches of topsoil in place prior to seeding and mulching. Fill six to 12 inches on compacted soils — prior to placement of topsoil. Areas to be vegetated Areas which are to be topsoiled shall be scarified to a minimum depth of three to five inches —

All sediment removed from BMPs shall be disposed of according to Subsection 203.05.

time of inspection.

date they were corrected shall be maintained on the site and be made available to PWD at the A log showing dates that E&S BMPs were inspected as well as any deficiencies found and the before clearing and grubbing operations begin.

boundaries shown on the plan maps. These areas must be clearly marked and fenced off At no time shall construction vehicles be allowed to enter areas outside the limit of disturbance that stage have been installed and are functioning as described in this E&S Plan.

commence in any stage of the project until the E&S BMPs specified by the BMP sequence for of the construction sequence. General site clearing, grubbing, and topsoil stripping may not Clearing, grubbing, and topsoil stripping shall be limited to those areas described in each stage vegetation, roots, and other objectionable material.

Areas to be filled are to be cleared, grubbed, and stripped of topsoil to remove trees, DEP prior to implementation.

plan drawings. Deviation from that sequence must be approved in writing by PWD and the PA All earth disturbance activities shall proceed in accordance with the sequence provided on the

242-1776 for the location of existing underground utilities.

area previously unmarked, the Pennsylvania One Call System Inc. shall be notified at 1-800- At least three (3) days prior to starting any earth disturbance activities, or expanding into an review and approval at its discretion.

implementation of those changes. PWD may require a written submittal of those changes for the project site at all times. PWD shall be notified of any changes to the approved plan prior to accordance with the approved E&S Plan. A copy of the approved drawings must be available at All earth disturbances, including clearing and grubbing, as well as cuts and fills, shall be done in

General Guidelines Continued PWD TRACKING NUMBER: FY26-PAER-8386-01

TROLLEY BED ROAD(ROUTE 404) AND HAUL ROAD (ROUTE 405)

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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CONTROL NARRATIVE

EROSION AND SEDIMENT

for erosion and sediment pollution, and notify PWD and PA DEP.

and/or sediment pollution, implement appropriate best management practices to minimize the potential

Immediately upon discovering unforeseen…