Plans-DEWA 14(15).pdf

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

PROJECT MANAGER

PLANS FOR PROPOSED

DELAWARE WATER GAP

NATIONAL RECREATION AREA

BUS

N E W J E R S E Y

N J

P A

P E N N S Y L V A N I A

Hope

Blairstown

Stillwater

Walnut Valley

Hainesburg

Millbrook

Village

W A

R R

E N

C O

U N

T Y

Y T

N U

O C

X E

S S

U S

D elaw are

Swartswood

Culvers Gap

Layton

VanCampen

Flatbrookville

Bushkill

Dingmans Ferry

River

Bushkill

Little

S a w

Creek

Milford

Shawnee

Marshalls Creek

Stroudsburg

B u s h k il l M

O N

R O

E C

O U

N T Y

P

IK

E C

O U

N T Y

N

0 3 6

SCALE IN MILES

RAMESH KOTADIA CHRIS CLOSE

-8

-2

-1

P E

N N S

Y L

V

ANI

A ON E CALL

S

Y S T E

M

IN

C

S T

O P

C A

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YO

U

D

IG

DESIGN DESIGNATION:

SPECIFICATIONS:

DESCRIPTION OF PROJECT

IMPROVEMENT:

ROAD:

PROJECT LENGTH:

-8

-2

-1

P E

N N S

Y L

V

ANI

A ON E CALL

S

Y S T E

M

IN

C

S T

O P

C A

LL BEFO RE

YO

U

D

IG

Philadelphia

Harrisburg

Scranton

Pittsburgh

KEY MAP STATE OF PENNSYLVANIA

SCALE IN MILES

0 50 100

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

N

Erie

INTERSTATE

Altoona

Williamsport

Stroudsburg

U.S. Route 209

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

(miles)

A 96+11 TO 109+50 0.25

LEAD DESIGNER

RIP DataSchedule Description Station to Station Length

PROJECT ERFO-DEWA 14(15)

PIKE COUNTY, PENNSYLVANIA

Landslide Repair

BRIDGE:

Current ADT (2012)

Seasonal ADT (2012)

Design ADT (2032)

DHV

D

%Trucks

Buses

V (design)

Posted Speed e (max)

C/A

"Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects", FP-03 U.S. Customary Units

1340 ft. (0.25 mi)

M

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REG STATE PROJECT

SHEET

NO.

NE

TOTAL

SHEETS

ERFO-DEWA 14(15)

4,688

5,045

7,224

57/43

3%

4%

50 mph

45 mph

8%

None

AASHTO Rural Collector or

NPS Class I Principle Park Road

24’ +/-

Asphalt concrete

Aggregate

Functional Classification

Roadway Width

Wearing Surface

Base

PARK NO. 4320, ROUTE 0014,

Cycle 4 (MP 15.15 to MP 15.40)

Title Sheet

Symbols And Abbreviations

Location Map

Typical Sections

Erosion Control Narrative

Temporary Traffic Control

Standards And Details

Roadway Cross Sections

SHEET

NO

DESCRIPTION

A01

Disaster Id. PA2011-1-NPS

Landslide repair, bike trail realignment, retaining wall construction, full depth pavement, guardrail replacement, drainage improvements, and other miscellaneous work.

PA

Survey Information Sheets

Tabulation of Quantities

A01

A02

A03

A04-A05

B01-B03

C01

D01-D02

M01

N01

S01-S18

T01-T32

INTERSTATE

R01-R12 Bridge Plans

C02-C04 Summaries and Schedules

G01-G02 Drainage Profiles

Plans And Profiles

Pennsylvania One Call System, Inc.

Call 3 Working Days Before You Dig!

1-800-242-1776

RESTORATION AND STABILIZATION OF THE LANDSLIDE

AREA ON U.S. ROUTE 209 NEAR MP 15.3

MARCH, 2012

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

Abutment Abut.

Aggregate aggr.

Ahead AH

Alternate alt.

Average daily traffic ADT

Finish fin.

Flange flg.

Footing ftg.

Inside diameter ID

West W

East E

Edge of pavement EP or EOP

Elevation elev.

Elevation with number El. 94.161

[El. 94.16]

Embankment emb.

End section ES

Equation EQ or eq.

Excavation exc.

Expansion joint exp. jt.

Galvanized galv.

Gage(gauge) ga.

Headwall hdwl.

Hexagon hex.

High water HW

Joint jt.

Normal crown NC or NCR

North N

Radius R

Range R.

Reinforcement (reinforced) reinf.

Required reqd.

Right Rt., rt.or RT

Right-of-way R/W

Roadway Rdwy.

Route Rte.

Section Sec.

South S

Spacing, spaces or spaced spa.

Spiral central angle s

Standard std.

Station Sta.

Stiffener stiff.

Stringer stgr.

Structure struc.

Superelevation rate e

Symmetrical sym.

Vehicle per hour vph

Vertical point of intersection VPI

PAVEMENT REMOVAL/ROADWAY OBLITERATION

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

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

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

NATIONAL PARK or

FOREST BOUNDARY

116 SECTION LINE

14 SECTION LINE

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

PROPERTY LINE

BRASS CAP

STEEL PIN

TRAVERSE POINT (Horizontal & Vertical)

Top of Triangle Points North

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

MILL AND OVERLAY

FULL DEPTH PAVEMENT

OVERLAY

SECTION CORNER

14 SECTION CORNER

116 SECTION

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

RIGHT-OF-WAY LINE

with MONUMENT

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

N

OVERHEAD(POWER POLE) UTILITIES

P=Electrical for transmission line

E=Electrical for distribution line

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

FO=Fibre optics

UNDERGROUND UTILITIES

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

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

SYMBOLS AND

ABBREVIATIONS

SFDB

EOP

EOG

Mainline M.L.

Material matl.

Maximum max.

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

Minimum min.

Monument mon. or MON

Mechanically stabilized MSE embankment

Pavement pvmt.

Photo monument PHT

Plate pl.

Point of compound curve PCC

Point of curve PC

Point of curve to spiral PCS or CS

Point of intersection PI

Point of spiral to curve PSC or SC

Point of spiral to reverse SRS spiral

Point of spiral to tangent PST or ST

Point of tangent PT

Point of tangent to spiral PS or TS

Point on curve POC

Point on spiral POS

Point on tangent POT

Back BK

Balance point BP

Bearing brg.

Beginning beg.

Bench mark BM

Centerline

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

Centers ctrs.

Clear clr.

Column col.

Connection conn.

Construction joint Constr. jt.

Continuous cont.

Corrugated metal pipe CMP

Culvert culv.

Curve central angle

(spiral curve transitions)

Curve total angle

(curve delta or deflection)

Design hourly volume DHV

Design speed V

Diagonal diag.

Diameter D, dia., or

Diaphragm diaph.

Distance dist.

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

Drop Inlet DI

Lamination lam.

Latitude lat.

Left lt., Lt. or LT

Length of curve(simple curve) L

Length of curve Lc

(spiral curve transition)

Length of spiral Ls

Longitudinal(longitude) long.

Low water LW

Tangent distance T

(tangent length)

Tangent distance Ts

(spiral curve transition)

Temporary benchmark TBM

Temporary construction TCE easement

Thread thd.

Township T.

Typical typ.

Original ground OG

Out to out o. to o.

Outside diameter OD

On centers o. c.

A02

AGGREGATE TRAIL

Reinforced Concrete Culvert RCP

Palstic Irrigation Pipe PIP

Double Soild Yellow DSY

Single Solid White SSW

M

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/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

NATIONAL RECREATION AREA

U.S. Route 209

R/W

R/W

No Symbol

TB or TP

P or

UD

W

No Symbol

TB or TP

P or

UD

W

0 2000 4000

SCALE IN FEET

N

M

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INTERSTATE

LOCATION MAP

6th St

Broad St

3rd St

C love

A03

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

NATIONAL RECREATION AREA

U.S. Route 209

INTERSTATE

6th St

Broad St

3rd St

A04

SURVEY INFORMATION SHEET

PPPPPPPPPPPPP

STERLING, VIRGINIA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT CONTROL POINTS

PPPPPPPPPPPPPPP

U.S. DEPARTMENT OF TRANSPORTATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

NATIONAL RECREATION AREA

U.S. Route 209

PPPPPPPPPPPPP

PROJECT CONTROL POINTS

PPPPPPPPPPPPPPP

SURVEY INFORMATION SHEET

A05

STAKED CENTERLINE DATA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

NATIONAL RECREATION AREA

U.S. Route 209

B01

TYPICAL SECTION

CL

P R

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P M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

B02

P R

O J E

C T

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M /6

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

B03

M

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

TABULATION OF QUANTITIES

C01

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡

‡15101-0000‡MOBILIZATION ‡ LPSM ‡ ALL ‡ ALL ‡

‡15201-0000‡CONSTRUCTION SURVEY AND STAKING ‡ LPSM ‡ ALL ‡ ALL ‡

‡15401-0000‡CONTRACTOR TESTING ‡ LPSM ‡ ALL ‡ ALL ‡

‡15705-0100‡SOIL EROSION CONTROL, SILT FENCE ‡ LNFT ‡ 1939 ‡ 2,100 ‡

‡15706-1600‡SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ‡ ‡ ‡ ‡

‡ ‡ENTRANCE ‡ EACH ‡ 2 ‡ 2 ‡

‡20101-0000‡CLEARING AND GRUBBING ‡ ACRE ‡ 1.0 ‡ 1.1 ‡

‡20220-1000‡REMOVAL, INDIVIDUAL TREE ‡ EACH ‡ 4 ‡ 5 ‡

‡20301-1200‡REMOVAL OF HEADWALL ‡ EACH ‡ 6 ‡ 6 ‡

‡20302-1200‡REMOVAL OF GUARDRAIL ‡ LNFT ‡ 443 ‡ 500 ‡

‡20302-2100‡REMOVAL OF PIPE CULVERT ‡ LNFT ‡ 108 ‡ 120 ‡

‡20303-1600‡REMOVAL OF PAVEMENT, ASPHALT (11-INCH DEPTH) ‡ SQYD ‡ 2500 ‡ 2,750 ‡

‡20303-2300‡REMOVAL OF PAVEMENT, CONCRETE (10-INCH DEPTH) ‡ SQYD ‡ 2000 ‡ 2,250 ‡

‡20303-3600‡REMOVAL OF WALL (REMOVE EXISTING LAGGING) ‡ SQYD ‡ 180 ‡ 180 ‡

‡20304-1000‡REMOVAL OF STRUCTURES AND OBSTRUCTIONS (REMOVE ‡ ‡ ‡ ‡

‡ ‡EXISTING PILES) ‡ LPSM ‡ ALL ‡ ALL ‡

‡20315-0000‡SAWCUTTING PAVEMENT ‡ LNFT ‡ 60 ‡ 75 ‡

‡20402-0000‡SUBEXCAVATION ‡ CUYD ‡ 3260 ‡ 3,500 ‡

‡20420-0000‡EMBANKMENT CONSTRUCTION ‡ CUYD ‡ 1889 ‡ 2,000 ‡

‡20435-1000‡BACKFILL, SELECT GRANULAR ‡ CUYD ‡ 612 ‡ 650 ‡

‡20701-0100‡EARTHWORK GEOTEXTILE, TYPE I-A ‡ SQYD ‡ 1820 ‡ 1,820 ‡

‡20701-1000‡EARTHWORK GEOTEXTILE, TYPE III-A ‡ SQYD ‡ 3986 ‡ 4,200 ‡

‡25101-2000‡PLACED RIPRAP, CLASS 2 ‡ CUYD ‡ 6 ‡ 7 ‡

‡25602-0000‡GROUND ANCHOR ‡ LNFT ‡ 8540 ‡ 8,540 ‡

‡25605-0000‡PERFORMANCE TEST ‡ EACH ‡ 6 ‡ 6 ‡

‡30102-0300‡AGGREGATE BASE GRADING C, 8-INCH DEPTH ‡ SQYD ‡ 1400 ‡ 1,600 ‡

‡30102-0400‡AGGREGATE BASE GRADING C, 10-INCH DEPTH ‡ SQYD ‡ 2524 ‡ 2,750 ‡

‡40201-0100‡HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, ‡ ‡ ‡ ‡

‡ ‡CLASS A, GRADING A ‡ TON ‡ 1267 ‡ 1,400 ‡

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡

‡40201-1000‡HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, ‡ ‡ ‡ ‡

‡ ‡CLASS A, GRADING D ‡ TON ‡ 282 ‡ 300 ‡

‡55101-1900‡STEEL H-PILES 14 X 89, IN PLACE ‡ LNFT ‡ 7320 ‡ 7,320 ‡

‡55201-0200‡STRUCTURAL CONCRETE, CLASS A (AE) ‡ CUYD ‡ 180 ‡ 180 ‡

‡55212-0000‡CLEAN CONCRETE SURFACE (GRAFFITI GUARD) ‡ SQFT ‡ 6000 ‡ 6,100 ‡

‡55215-0000‡CONCRETE COLOR FINISH ‡ SQFT ‡ 6000 ‡ 6,100 ‡

‡55501-0000‡STRUCTURAL STEEL ‡ LPSM ‡ ALL ‡ ALL ‡

‡56501-0200‡DRILLED SHAFTS, 24-INCH DIAMETER ‡ LNFT ‡ 6100 ‡ 6,100 ‡

‡60103-0100‡CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT ‡ EACH ‡ 1 ‡ 1 ‡

‡60103-0140‡CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT ‡ EACH ‡ 1 ‡ 1 ‡

‡60103-0140‡CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT (WALL ‡ ‡ ‡ ‡

‡ ‡MODIFIED) ‡ EACH ‡ 1 ‡ 1 ‡

‡60201-0600‡18-INCH PIPE CULVERT ‡ LNFT ‡ 10 ‡ 15 ‡

‡60201-0800‡24-INCH PIPE CULVERT ‡ LNFT ‡ 113 ‡ 125 ‡

‡60403-1900‡INLET, TYPE 6B ‡ EACH ‡ 3 ‡ 3 ‡

‡60501-0000‡STANDARD UNDERDRAIN SYSTEM ‡ LNFT ‡ 1535 ‡ 1,650 ‡

‡61701-1200‡GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS ‡ LNFT ‡ 1252 ‡ 1,300 ‡

‡61702-0800‡TERMINAL SECTION TYPE TANGENT ‡ EACH ‡ 1 ‡ 1 ‡

‡61901-2250‡FENCE, RAIL (CEDAR) ‡ LNFT ‡ 447 ‡ 475 ‡

‡62402-0300‡FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ‡ ACRE ‡ 1.0 ‡ 1.0 ‡

‡62501-0000‡TURF ESTABLISHMENT ‡ ACRE ‡ 1.0 ‡ 1.0 ‡

‡62630-0300‡PLANTINGS, SEEDLINGS, CONTAINER GROWN ‡ EACH ‡ 100 ‡ 104 ‡

‡62902-0400‡ROLLED EROSION CONTROL PRODUCT, TYPE 1.D ‡ ACRE ‡ 1.0 ‡ 1.0 ‡

‡63313-0000‡RUMBLE STRIP ‡ LNFT ‡ 750 ‡ 775 ‡

‡63401-0700‡PAVEMENT MARKINGS, TYPE D, SOLID ‡ LNFT ‡ 3000 ‡ 3,100 ‡

‡63701-0000‡FIELD OFFICE ‡ EACH ‡ 1 ‡ 1 ‡

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

SUMMARIES AND SCHEDULES

C02

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

C03

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

C04

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP

96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

PLAN & PROFILE

REG STATE PROJECT

SHEET

NO.

Delaware Water Gap

NE PA ERFO DEWA-14(15)41,924

NO.

NPS

D01

U.S. Route 209

150’ VC

K = 67

SSD = 553’

94’ VC

K = 740

SSD = 8543’

PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP

SCALE IN FEET

0 50 100

Curve = PRE_2

PI 108+12.30

R = 5,000.00’

T = 202.70’

L = 405.17’

D = 4%%d 38’ 35" (LT)

NPS

NO.

41,924

DRAINAGE PROFILE

G01

00 1010 2020 3030 4040506070

435 435

440 440

445 445

450 450

455 455

435 435

440 440

445 445

450 450

455 455

Sta. 97+43.87 R 1

Orig. Grnd. = 452.31

CL

-3.00%

SSFCP_SG

E x c a v a ti o n

L im it s

1:5

SG_HG21

HPF

1:2

SSFCP_SG

1:5

3.91%

Sta. 102+27.00 R 1

Des. Grade = 452.74

Subgrade = 450.99

Orig. Grnd. = 452.78

CL_SG

CL

-2.00% -2.00%

32SG_HG

-3.00%

-3.00%

1:4

SSFCP_SG

E x c a v a ti o n

L im it s

33SHLD_SG

33SHLD_SG

1:3

SHLD_SG

4.52%

35SHLD_SGFM_SSGHPF

1:111:5

P R

O

JE

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \G

-d e w a (1 h y d .d g n

:5

:1

A

M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

NATIONAL RECREATION AREA

TITLE

00 1010 2020 3030 4040506070

420 420

425 425

430 430

435 435

440 440

445 445

450 450

DRAINAGE PROFILE

G02

NPS

NO.

P R

O

JE

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \G

-d e w a (1 h y d .d g n

:5

:5

A

M /2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

NATIONAL RECREATION AREA

TITLE

U.S. Route 209

Sta. 106+96.01 R 1

Des. Grade = 448.28

Subgrade = 446.54

Orig. Grnd. = 447.70

CL

-2.00% -2.00%

-3.00%

-3.00%

E x c a v a ti o n L im it s

SSC

33 3333

CP_SG

CP_SG

12.65%

1:3

1:9 1:8

EROSION CONTROL NARRATIVE

M01

M

P R

O

JE

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \M

-d e w a (1 e s.

d g n

:1

:4

A

M /5

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

INTERSTATE

209END

DETOUR

END

DETOUR

DETOUR

AHEAD

DETOUR

AHEAD

ROAD

CLOSED

AHEAD

CLOSED

ROAD

AHEAD

CLOSED

ROAD

AHEAD

CLOSED

ROAD

DETOUR

AHEAD

AHEAD

CLOSED

ROAD

DETOUR

AHEAD

DETOUR

NORTH

SOUTH

DETOUR

SOUTH

DETOUR

SOUTH

DETOUR

SOUTH

DETOUR

SOUTH

DETOUR

SOUTH

DETOUR

SOUTH

DETOUR

SOUTH

DETOUR

SOUTH

DETOUR

SOUTH

DETOUR

SOUTH

SOUTH

SOUTH

DETOUR

SOUTH

SOUTH

DETOUR

NORTH

NORTH

DETOUR

NORTH

DETOUR

NORTH

DETOUR

NORTH

DETOUR

NORTH

DETOUR

NORTH

DETOUR

NORTH

DETOUR

NORTH

DETOUR

NORTH

DETOUR

DETOUR

SOUTH

NORTH

DETOUR

LOCAL TRAFFIC ONLY

ROAD CLOSED

2 MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

5 MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

3 MILES AHEAD

N

SOUTH

NORTH

NORTH

DETOUR

NORTH

DETOUR

DETOUR

SOUTH

N01

Broad St

EXISTING

TEMPORARY TRAFFIC CONTROL

DETOUR

NORTH

DETOUR

DETOUR

SOUTH

AHEAD

CLOSED

ROAD

DETOUR

12 MILE

DETOUR

1500 FT

NORTH

1000 FT

CLOSED

ROAD

500 FT

CLOSED

ROAD

AHEAD

WORK

ROAD

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \N

-d e w a (1 tc p .d g n

:5

:2

A M

/6

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

NATIONAL RECREATION AREA

U.S. Route 209

INTERSTATE

Broad St

R01

STATE PROJECT

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATECHECKED BYDRAWN BYDESIGNED BY

AF Roger Lu 12

BRP NO.

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G N

REVISIONSNO. DATE BY REVISIONS NO. DATE BY

EMA BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

ERFO-DEWA 14(15)

U.S. ROUTE 209

SCALE

RL

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

A C

T U

A L F I L E R

D E

W A

G N .D

G N

GENERAL NOTES AND INDEX

DRAWING TITLESHEET NO.

INDEX OF DRAWINGS

SPECIFICATIONS:

GENERAL NOTES:

Design:

Construction:

Concrete:

Class A (AE) concrete:

f’ = 4,000 psi at 28 days

Reinforcing steel:

f = 60,000 psi y y c

MATERIALS:

Design Stresses:

f = 50,000 psi

Reinforcing Steel:

Structural steel:

Bridges on Federal Highway Projects, (FP-03). U.S. Customary Units.

Standard Specifications for Construction of Roads and

5th Edition, 2010.

AASHTO LRFD Bridge Design Specifications, U.S. Customery Units, Furnish Class A (AE) for caisson and precast panels.

Ground Anchors:

pu s (f = 270ksi, nominal A = 0.22 sq. in per strand)

Furnish ASTM - 416 high strength steel strands.

Structural Steel:

Grout:

f’ = 4 ksi at 7 days

Prestressing steel:

pu c f = 270 ksi

Provide 2" clear concrete cover for reinforcing steel unless otherwise noted.

Furnish reinforcing steel conforming to ASTM A615, grade 60 steel.

Not to Scale

R12

R11

R10

R09

R08

R07

R06

R05

R04

R03

R02

R01

Boring Sheet

Anchor Details

Wall Details - 2

Wall Details - 1

Pile Elevations Table

Plan and Elevation - 6

Plan and Elevation - 5

Plan and Elevation - 4

Plan and Elevation - 3

Plan and Elevation - 2

Plan and Elevation - 1

General Notes and Index

Provide all welding according to AASHTO/AWS Bridge Welding Code D1.5.

Furnish all structural steel conforming to ASTM A572, grade 50 steel.

R02

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G

ERFO-DEWA 14(15)

U.S. ROUTE 209

SCALE

RL

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

A C

T U

A L F I L E R

D E

W A

P

E .D

G N

PLAN AND ELEVATION - 1

ELEVATION

(Typ.)

Ground anchor

PLAN

103+00

104+00 N 33° 35’ 50’’

Route 209CL

CL

Begin wall 102+99

N

M a tc h l in e A

T r a il

Wall

Waler

-0.857%

Waler (Typ.)

HP pile (Typ.)

Front face

Notes:

ground anchor and waler details.

See ’’ANCHOR DETAILS" sheet for additional

HP 14 X 89 (Typ.)

Elev. 451.39’ (Typ.)

Ground anchor

20 Spa @ 5’-0’’ = 100’-0’’ HP 14 X 89

Wall panel (Typ.)

HP 14 x 89 (Typ.)

(Typ.)

Concrete caisson lagging wall details.

See ’’WALL DETAILS-1’’ for additional

100’-0"

2’-6’’

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

Not to Scale

Key

21Pile number =

3.

2.

1.

pile stations and elevations.

See ’’PILE ELEVATIONS TABLE’’ sheet for

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

SCALE

RL

R03

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G

ERFO-DEWA 14(15)

U.S. ROUTE 209

SCALE

RL

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

A C

T U

A L F I L E R

D E

W A

P

E .D

G N

PLAN AND ELEVATION - 2

ELEVATION

104+00

105+00

N 33° 35’ 50’’

100’-0"

(Typ.)

Ground anchorCL

Route 209CL

T r a il

M a tc h l in e A

M a tc h l in e B

-0.984%

PLAN

N

Notes:

ground anchor and waler details.

See ’’ANCHOR DETAILS" sheet for additional lagging wall details.

See ’’WALL DETAILS-1’’ for additional

HP pile (Typ.)

Front face

(Typ.)

Concrete caisson

Wall

Waler

HP 14 X 89 (Typ.)

HP 14 x 89 (Typ.)

Wall panel (Typ.)(Typ.)

Ground anchor Waler (Typ.)

Elev. 450.44’

20 Spa. @ 5’-0’’ = 100’-0’’ HP 14 X 89

2’-6’’

2’-6’’

22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42

Not to Scale

Key

42Pile number =

3.

2.

1.

pile stations and elevations.

See ’’PILE ELEVATIONS TABLE’’ sheet for

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

R04

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G

ERFO-DEWA 14(15)

U.S. ROUTE 209

SCALE

RL

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

A C

T U

A L F I L E R

D E

W A

P

E .D

G N

PLAN AND ELEVATION - 3

385 ELEVATION

M a tc h l in e C

T r a il

N 33° 35’ 50’’

(Typ.)

Ground anchorCL

Route 209CL

N

100’-0"

PLAN

106+00

M a tc h l in e B

P C

.6

-0.984%

Wall

Waler

Notes:

ground anchor and waler details.

See ’’ANCHOR DETAILS" sheet for additional lagging wall details.

See ’’WALL DETAILS-1’’ for additional

Remove all concrete lagging from existing wall.

existing concrete caissons(– 6’).

Cut all piles from existing wall to top of

(Typ.)

Concrete caisson

(Typ.)

Ground anchor Waler (Typ.)

Wall panel (Typ.)

HP 14 x 89 (Typ.)

HP 14 X 89 (Typ.)

HP pile (Typ.)

Front face

Elev. 449.41’

20 Spa. @ 5’-0’’ = 100’-0’’ HP 14 X 89

2’-6’’

2’-6’’

(See notes 3 & 4)

Existing Wall

43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 pile stations and elevations.

See ’’PILE ELEVATIONS TABLE’’ sheet for

Key

63Pile number =

5.

4.

3.

2.

1.

Not to Scale

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

SCALE

R05

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G

ERFO-DEWA 14(15)

U.S. ROUTE 209

SCALE

RL

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

A C

T U

A L F I L E R

D E

W A

P

E .D

G N

PLAN AND ELEVATION - 4

M a tc h l in e D

100’-0"

T r a il

(Typ.)

Ground anchorCL

Wall

Waler

N

M a tc h l in e C

385 ELEVATION

-0.984%

107+00

Route 209CL

PLAN

20 Spa. @ 5’-0’’ = 100’-0’’ HP 14 X 89

Notes:

ground anchor and waler details.

See ’’ANCHOR DETAILS" sheet for additional lagging wall details.

See ’’WALL DETAILS-1’’ for additional

Remove all concrete lagging from existing wall.

HP pile (Typ.)

Front face

(Typ.)

Concrete caisson

HP 14 x 89 (Typ.)

(Typ.)

Ground anchor Waler (Typ.)

Elev. 448.37’

HP 14 X 89 (Typ.)

(See notes 3 & 4)

Existing Wall

2’-6’’

2’-6’’

64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84

Wall panel (Typ.)

Not to Scale pile stations and elevations.

See ’’PILE ELEVATIONS TABLE’’ sheet for

Key

84Pile number =

CLCulvert

6.

5.

4.

3.

2.

1.

culvert information.

See detail ’’E601-4A’’ sheet for concrete casisson (– 10’).

HP piles 80 and 81, cut from existing wall to top of existing existing concrete caissons(– 6’). Pile at culvert between

Cut all piles from existing wall to top of

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

SCALE

R06

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G

ERFO-DEWA 14(15)

U.S. ROUTE 209

SCALE

RL

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

A C

T U

A L F I L E R

D E

W A

P

E .D

G N

PLAN AND ELEVATION - 5

ELEVATION

108+00

PLAN

T r a il

Route 209CL

100’-0’’

N

M a tc h l in e D

M a tc h l in e E

Notes:

ground anchor and waler details.

See ’’ANCHOR DETAILS" sheet for additional lagging wall details.

See ’’WALL DETAILS-1’’ for additional

Remove all concrete lagging from existing wall.

existing concrete caissons(– 6’).

Cut all piles from existing wall to top of

HP pile (Typ.)

Front face

HP 14 X 89 (Typ.)

Waler Wall

20 Spa. @ 5’-0’’ = 100’-0" HP 14 X 89

Waler (Typ.)

(Typ.)

Ground anchor

Wall panel (Typ.)

HP 14 x 89 (Typ.)

Elev. 447.34’

(Typ.)

Concrete caisson

-0.984%

(See notes 3 & 4)

Existing Wall

2’-6’’

2’-6’’

85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105

Not to Scale pile stations and elevations.

See ’’PILE ELEVATIONS TABLE’’ sheet for

Key

Pile number =

5.

4.

3.

2.

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

R07

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G

ERFO-DEWA 14(15)

U.S. ROUTE 209

SCALE

RL

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

A C

T U

A L F I L E R

D E

W A

P

E .D

G N

PLAN AND ELEVATION - 6ELEVATION

M a tc h l in e E

PLAN

Route 209CL

HP 14 x 89 (Typ.)

Wall panel (Typ.)

(Typ.)

Ground anchor

Waler (Typ.)

(Typ.)

Concrete caisson

Notes:

ground anchor and waler details.

See ’’ANCHOR DETAILS" sheet for additional

Remove all concrete lagging from existing wall.

existing concrete caissons(– 6’).

Cut all piles from existing wall to top of for additional lagging wall details.

See ’’WALL DETAILS-1’’ and ’’WALL DETAILS-2’’

T ra il

Waler Wall

55’-0"

HP pile (Typ.)

Front face

Elev. 446.31’

Elev. 432.21’

HP 14 X 89 (Typ.)

Elev. 446.21’

14 Spa. @ 5’-0’’ = 70’-0’’ HP 14 X 892 Spa. @ 5’-0’’=

10’-0’’ HP 14 X 89

(See notes 3 & 4)

Existing Wall

106 107 108

Not to Scale pile stations and elevations.

See ’’PILE ELEVATIONS TABLE’’ sheet for

Key

Pile number = 122

5.

4.

3.

2.

1.

T r a il

End wall Sta. 108+99.22

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

SCALE

RL

R08

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G

ERFO-DEWA 14(15)

U.S. ROUTE 209

SCALE

RL

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D number

Pile

(ft.)

A

Elevation

Station

(ft.)

B

Elevation

1 102+99.00

103+04.00

103+09.00

103+14.00

103+19.00

103+29.00

103+34.00

103+39.00

103+44.00

103+49.00

103+54.00

103+59.00

103+64.00

103+69.00

103+74.00

103+79.00

103+84.00

103+89.00

103+94.00

103+99.00

104+49.00

104+04.00

104+14.00

104+19.00

104+29.00

104+34.00

104+39.00

104+44.00

104+99.00

104+54.00

104+59.00

104+64.00

104+69.00

104+74.00

104+79.00

104+84.00

104+89.00

104+94.00

105+04.00

105+09.00

105+14.00

105+19.00

105+24.00

105+29.00

105+34.00

105+39.00

105+44.00

(ft.)

A

Elevation

(ft.)

B

Elevation

105+49.00

105+54.00

105+59.00

105+64.00

105+74.00

105+79.00

105+84.00

105+89.00

105+94.00

105+99.00

106+48.84

106+04.00

106+13.84

106+18.84

106+23.84

106+28.84

106+33.84

106+38.84

106+43.84

106+98.51

106+53.84

106+58.84

106+63.51

106+68.51

106+73.51

106+78.51

106+83.51

106+88.51

106+93.51

107+48.19

107+03.51

107+08.51

107+13.52

107+18.19

107+23.19

107+28.19

107+33.19

107+33.19

107+53.19

107+58.19

107+63.19

107+62.20

107+72.93

107+77.93

107+82.93

107+87.93

107+92.93

Station number

Pile

(ft.)

A

Elevation

(ft.)

B

Elevation

107+97.93

108+02.93

108+07.93

108+12.93

108+17.58

108+22.58

108+27.57

108+32.55

108+37.48

108+42.35

108+47.07

108+94.48

108+51.82

108+56.55

108+61.29

108+66.03

108+70.78

108+75.51

108+80.25

108+85.00

108+89.74

108+99.22

Station number

Pile

TYPICAL ELEVATION

Elev. A

Elev. B

HP Pile (Typ.)CL

" = 1’-0"2

1SCALE:

T y p

(Typ.)

Caisson

Notes:

by CO.

Pile elevations to be verified and approved1.

439.02

A C

T U

A L F I L E R

D E

W A

P I L E

E L E

V S

H T .D

G N

451.39

451.34

451.29

451.24

451.19

451.09

441.39

441.34

441.29

441.24

441.19

441.09

451.05 441.05

451.00 441.00

450.95 440.95

450.90 440.90

450.85 440.85

450.80 440.80

450.75 440.75

450.70 440.70

450.65 440.65

450.60 440.60

450.55 440.55

450.50 440.50

450.46 440.46

450.41 440.41

103+24.00 451.14 441.14

450.44 440.44

450.39104+09.00 440.39

450.34 440.34

450.29 440.29

104+24.00 450.24 440.24

450.19 440.19

450.14 440.14

450.10 440.10

450.05 440.05

450.00 440.00

449.95 439.95

449.90 439.90

449.85 439.85

449.80 439.80

449.75 439.75

449.70 439.70

449.65 439.65

449.60 439.60

449.55 439.55

449.51 439.51

449.46 439.46

449.41 439.41

449.36 439.36

449.31 439.31

449.26 439.26

449.21 439.21

449.16 439.16

449.11 439.11

439.07449.07

449.02

448.97 438.97

448.92 438.92

448.87 438.87

105+69.00 448.82 438.82

438.77448.77

448.72 438.72

448.67 438.67

448.62 438.62

448.57 438.57

448.52 438.52

448.48 438.48

448.43106+09.00 438.43

448.37 438.37

448.32 438.32

448.27 438.27

448.22 438.22

448.17 438.17

448.12 438.12

448.07 438.07

448.03 438.03

447.98 437.98

447.93 437.93

447.88 437.88

447.83 437.83

447.78 437.78

447.73 437.73

447.68 437.68

447.63 437.63

447.58 440.58

447.53 440.53

447.48 437.48

447.44 437.44

447.39 437.39

447.34 437.34

447.29 437.29

447.24 437.24

447.19 437.19

447.14 437.14

107+43.19 447.09 437.09

447.04 437.04

447.00 437.00

446.95 436.95

446.90 436.90

446.85 436.85

446.80 436.80

446.75 436.75

446.70 436.70

446.65 436.65

446.60 436.60

446.55 436.55

446.50 436.50

446.45 436.45

446.41 436.41

446.36 436.36

As Shown

446.31 430.31

446.26 436.26

446.21 436.21

445.21 435.21

444.21 434.21

443.21 433.21

442.21 432.21

441.21 431.21

440.21 430.21

439.21 429.21

438.21 428.21

437.21 427.21

436.21 426.21

435.21 425.21

434.21 424.21

433.21 423.21

432.21 422.21

PILE ELEVATIONS TABLE

Angle

2.

30.04

30.08

30.16

30.59

31.38

32.51

34.13

35.71

37.31

38.90

40.51

42.12

43.72

45.33

46.95

48.58

50.20

51.84

0° 40’ 56.64"

0° 40’ 56.64"

4° 40’ 56.64"

8° 40’ 56.64"

12° 40’ 56.64"

16° 40’ 56.64"

18° 40’ 56.64"

18° 40’ 56.64"

18° 40’ 56.64"

18° 40’ 56.64"

18° 40’ 56.64"

18° 40’ 56.64"

18° 40’ 56.64"

18° 40’ 56.64"

18° 40’ 56.64"

18° 40’ 56.64"

18° 40’ 56.64"

18° 40’ 56.64"

CLfrom by 30’ with angle, ˛‚ of

Unless otherwise noted, HP piles are offset

ANGLE DETAIL

Achor (Typ.)CL

Not to Scale

U.S. ROUTE 209

108+00

O ff s e t T y p

(ft.)

Offset

Radial toCL

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

R09

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G

ERFO-DEWA 14(15)

U.S. ROUTE 209

SCALE

RL

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

WALL DETAILS - 1

A C

T U

A L F I L E R

D E

W A

W A

L L

D E

T .D

G N

Notes:

" = 1’-0"4

3SCALE:

ELEVATION

A

A

5’-0"5’-0"

HP Pile (Typ.)CL sheet drain (Typ.)

1’’ Geocomposite

(Typ.)

Panel B

SECTION B-B

" = 1’-0"4

3SCALE:

" = 1’-0"4

3SCALE:

SECTION A-A

B

C C

B

SECTION C-C

" = 1’-0"4

3SCALE:

Waler (Typ.)

(Typ.)

Panel B

HP Pile (Typ.)CL

3’-0"

(Typ.)

sheet drain (Typ.)

1’’ Geocomposite

(Typ.)

Panel A

SOLDIER PILE TOLERANCES

(See Note 4)

CL CLHP Pile HP Pile

4’-2"

4’-9"

HP 14 x 89CL

SCALE: 1"= 1’-0"

PANEL B

SCALE: 1"= 1’-0"

SECTION G-G

10"

10 Spa. @ 5’’ = 4’-2"

#3P3

G

G to aid in the installation of the walers.

Limit out of plane rotation of the HP 14 x 89 to 5° (max.)

for select granular backfill.

Provide AASHTO M43, size number 57, ground anchor and waler details.

See "ANCHOR DETAILS" sheet for additional

Geotextile lap

" = 1’-0"4

3SCALE:

3’’3’’

SCALE: 1"= 1’-0"

SECTION F-F

10"

SCALE: 1"= 1’-0"

PANEL A

F

F

9 Spa. @ 5’’ = 3’-9"

#3P3

Ground anchorCL type I-A geotextile

Earthwork

(See Note 3) back fill

Select granular

(Typ.)

Panel A

(Typ.)

Panel A

(Typ.)

Panel B

(Typ.)

Panel B sheet drain (Typ.)

1’’ Geocomposite

(Typ.)

Panel B 2

#3P1

#3P2

DD

2’-0"

SCALE: 1"= 1’-0"

SECTION D-D

HP Pile No. 80CL

#3P3

#3P3

S p a e .f

P

S p a e .f

P of HP Pile (Typ.)

Front face of HP Pile (Typ.)

Front face

(Typ.)

Caisson

See Section 565 for installation procedure.

As Shown

(See Note 5)

" = 1’-0"2

1SCALE:

HP Pile No. 81CL

2’-0"

(Typ.)

Culvert

T y p

1’-0"

CL Culvert

5.

4.

3.

2.

1.

2’-0"

Scale: 1"= 1’-0"

SECTION E-E

Block out (Typ.)

1’-0"

HP Pile (Typ.)CL

HP Pile No. 81CL

EE

(HP No. 81 shown, HP No. 80 similar)

CAISSON DETAIL FOR CULVERT

See detail ’’E601-4A’’ sheet for culvert information.

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

R10

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G

ERFO-DEWA 14(15)

U.S. ROUTE 209

SCALE

RL

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

WALL DETAILS - 2

A C

T U

A L F I L E R

D E

W A

W A

L L

D E

T .D

G N

Notes:

" = 1’-0"4

3SCALE:

ELEVATION

A

A

5’-0"5’-0"

HP Pile (Typ.)CL sheet drain (Typ.)

1’’ Geocomposite

(Typ.)

Panel B

SECTION B-B

" = 1’-0"4

3SCALE:

" = 1’-0"4

3SCALE:

SECTION A-A

B

C

C

B

SECTION C-C

" = 1’-0"4

3SCALE:

Waler (Typ.)

(Typ.)

Panel B

HP Pile (Typ.)CL

3’-0"

(Typ.)

sheet drain (Typ.)

1’’ Geocomposite

(Typ.)

Panel A

SOLDIER PILE TOLERANCES

(See Note 4)

CL CLHP Pile HP Pile

4’-2"

4’-9"

4’-9"

V a r ie s

HP 14 x 89CL

G

G

SCALE: 1"= 1’-0"

PANEL C

SCALE: 1"= 1’-0"

SECTION G-G

10 Spa. @ 5’’ = 4’-2"

#3P4

10"

SCALE: 1"= 1’-0"

PANEL B

SCALE: 1"= 1’-0"

SECTION F-F

10"

10 Spa. @ 5’’ = 4’-2"

#3P3

F

F

See Section 565 for intallation procedure.

to aid in the installation of the walers.

Limit out of plane rotation of the HP 14 x 89 to 5° (max.)

for select granular backfill.

Provide AASHTO M43, size number 57, ground anchor and waler details.

See "ANCHOR DETAILS" sheet for additional

Geotextile lap

" = 1’-0"4

3SCALE:

3’’3’’

SCALE: 1"= 1’-0"

SECTION E-E

10"

SCALE: 1"= 1’-0"

PANEL A

E

E

9 Spa. @ 5’’ = 3’-9"

#3P3

Ground anchorCL type I-A geotextile

Earthwork

(See Note 3) back fill

Select granular

(Typ.)

Panel A

(Typ.)

Panel B sheet drain (Typ.)

1’’ Geocomposite

#3P1

#3P2

4.

3.

2.

1.

(Typ.)

Panel B

(Typ.)

Panel C

(Typ.)

Panel B

(Typ.)

Panel C

(Typ.)

Panel B

(Typ.)

Panel B

#3P4

#3P5

T y p

#3P3

#3P3 (Typ.)

Panel A

D D

T y p

2’-0"

HP Pile (Typ.)CL

Scale: 1"= 1’-0"

SECTION D-D

1’-0"

S p a e .f

P

S p a e .f

P

S p a v a r ie s e .f

P

(Typ.)

Caisson of HP Pile (Typ.)

Front face of HP Pile (Typ.)

Front face

Block out (Typ.)

As Shown

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

R11

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

G

ERFO-DEWA 14(15)

U.S. ROUTE 209

SCALE

RL

-M a r -2

:2

P

M M

P R

O J E

C T

S d e w a (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s 1_

O P

R O J E

C T

S .D

Strand spacer sheath

Corrugated PVC

PVC sheath

Smooth wall inhibitor sheath with corrosion

Seamless polypropylene Wire tie

Grout

Grout tube

Grout tube centralizer

Sheath

SECTION A-A SECTION B-B

Notes:

TABLE 1

(Kips)

Capacity

Anchor

Design per anchor strands

Number of

(in ) strand area cross section

Total anchor length (ft) anchor bond minimum

Estimated

0.651

4.

3.

2.

1.

diameter (in)

Drill hole

6.0

ANCHOR DETAILS

A C

T U

A L F I L E R

D E

W A

A N

C H

O R

D E

T S .D

G N seal

Flexible

C

"16

(Typ.)

"16

ANCHOR DETAIL

"16

"16

Typ. both ends

C

Plate 58’’ x 12’’ x 1’-6’’

Bearing plate

8’’ Ø XS Pipe

Trumpet

Smooth wall PVC

Anchor head cover

Anti-corrosion grease

(completely fill anchor head cover)

Wedge plate

(See Table 1)

A A

B B

CL HP 14 X 89 Pile (Typ.)

TYPICAL ANCHOR SECTION

"16

SECTION C-C

(Anchor not shown for clarity)

DETAIL’’

See ’’WALER

Plate 58’’ x 12’’ x 1’-6’’

(Typ. e.f.)

WALER DETAIL

"16

"16

’’8 5HSS 10’’ x 10’’ x

(See note 4)

Shim plate

(Typ.)

’’8 5L 6’’ x 4’’ x

Unbonded length = 20 ft

Bonded Length = 50 ft

Plate 58’’ x 12’’ x 1’-6’’ the CO for approval.

to the pile. Thickness of plate will vary. Submit detailed shop drawing to

Provide shim plate as required to assure even bearing of the waler capacities. All equipment and methods will be subject to approval by the CO.

adequate length and diameter to meet or exceed the required anchor

Select drilling equipment and methods that provide anchor bond zones of the approval of the CO.

bond length in the field based on verification and proof test results and at

Provided minimum anchor bond lengths are estimates only. Adjust anchor per 7-wire strand)

Use ASTM-416 high strength steel (FPU=270 KSI, nominal As=0.22 sq in

(Typ.)

7-wire ASTM A-416

As Shown

SCALE: 1" = 1’-0"

SCALE: 2" = 1’-0"

SCALE: 2" = 1’-0"

SCALE: 2" = 1’-0"

Not to Scale Not to Scale

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

PROJECT SHEET NO.

R12

STERLING, VIRGINIA

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

CONDITIONS MAY VARY BETWEEN THESE LOCATIONS.

AT THE BORING LOCATIONS SHOWN. SUBSURFACE

THE SUBSURFACE CONDITIONS ENCOUNTERED

THE BORING LOGS ON THIS SHEET REPRESENT

AND SUBSURFACE PROFILE

BORING LOCATION PLAN

7. GEOPHYSICAL TEST SITE: SEISMIC RESISTIVITY

6. BHR - BORE HOLE REFUSAL

5. BHT - BORE HOLE TERMINATED

4. RQD - ROCK QUALITY DESIGNATION

3. CR% - PERCENT OF RECOVERY

2. R - REFUSAL, SPT 100 BLOWS/12"

1. SPT - STANDARD PENETRATION TEST - AASHTO T206-74

MISCELLANEOUS

S R

SCALE IN FEET

0 15 30

TEST BORING

SCALE

BORING NUMBER B-N

(24 HOURS)

WATER LEVEL (WL)

(TIME OF DRILLING)

WATER LEVEL (WL)

DEPTH MARKS

N BLOWS/12" (SPT)

J-N JAR SAMPLE NO.

CR% RQD

N

N N

N

BHT OR BHR

ELEVATION

TYPE OF MATERIALSYMBOLTYPE OF MATERIALSYMBOL

REG STATE

PANE

C-4

B-4

B-3

B-2 C-5

C-3 C-2

B-1B-6

ROUTE 209

PIKE COUNTY, PA

DEWA 14(15)

ERFO-DEWA 14(15)

B-4 C-4C-5B-3 C-3B-1 C-2 B-2B-6

A C

T U

A L F I L E R

D E

W A

B O

R I N

G .D

G N

PLAN

N

SANDY CLAY

SAND

SILTY SAND

SANDY SILT

SILT

SANDY SILT (Little Clay)

BOULDERS

GRAVEL

TBAR

PK

TBAR

PK

PK4048

OLD TARGET

NAIL

50322CAP

x .6

’R

C P

F L

.5

F L

.5

F L

.6 x .3 ’ R

C P

F L

.3

F L

.2

F L

.2 x .5

’ P

IP

SPEED

LIMIT

SPEED

LIMIT

PP

N

AI

L

NAIL

NAIL

SPEED

LIMIT

SPEED

LIMIT

PP

PP

PP

420420

430430

440440

450450

P C

.6

P T

.7

0.7

5.0

27.0

N

0.8

1.6

5.0

8.0

10.0

13.0

25.0

30.0

35.0

40.0

45.0

50.0

55.0

65.0

70.0

80.0

92.0

N

0.9

1.6

1.6 0.6

2.7

0.6 0.9

0.9

5.0

7.0

10.0

12.0

15.0

18.0

23.0

35.0

40.0

45.0

50.0

55.0

75.0

80.0

92.0

N

1.3

2.4

5.0

10.0

13.0

15.0

20.0

25.0

30.0

35.0

40.0

50.0

70.0

75.0

80.0

85.0

87.0

N

1.6

2.77

0.9

1.6

7.0

15.0

18.0

35.0

45.0

50.0

60.0

75.0

92.0

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

m in m in m in

6" min. trench

4" min.

SILT FENCE

157-1

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.

S01

NOTE:

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

Flow

(undisturbed)

Existing ground

Varies

Varies Limits of clearing

Geotextile, type V-A

Support mesh

Steel or wood post

See Note 4 for spacing

Backfilled and compacted soil around the end of the silt fence prevent water from flowing

Provide sufficient length to fo r s p a c in g

S e e n o te

See Note 1

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

around the ends.

of silt fence upgrade to prevent water from running

Install silt fence along ground contours. Curve ends does not slide down, supporting posts.

types must ensure silt fence remains attached to, and recommendations for installation procedures. All dimensions are satisfied. Follow manufacturer’s type V-B) will be allowed as long as specified

Alternate preassembled silt fence options (geotextile, only when specified on Erosion Control Plan.

Use drainage ditch installation for low flow conditions

4.

3.

2.

P R

O J E

C T

S d e w a (1 p r o j d e v C

A D

D S td -D e t\

S 1-s t1 1.

d g n

:5

:0

P

M -F e b -2

:5

P

M

REG STATE PROJECT SHEET NO.

NE PA ERFO DEWA-14(15)

E157-01

U.S. CUSTOMARY DETAIL

DETAIL

50 ft (m in.)

NOTES:

ENTRANCE

STABILIZED CONSTRUCTION

Exis ting Ro adway shoulder

Existing

Work area boundary

2.

1.

NO SCALE

(if required) pipe culvert

Temporary 18" the aggregate base.

the entire area prior to placing

Place Geotextile, Type IIB, over drainage ditches.

where entrance crosses existing

Install temporary 18" pipe culverts entrance when required.

Construct drainage ditches along

APPROVED : MAY 2011

DETAIL APPROVED FOR USE

(6" minimum depth)

AASHTO M-43, size #3 ft ( min

M

P R

O J E

C T

S d e w a (1 p r o j d e v C

A D

D S td -D e t\

S -s t1 1_ d e ta il .d g n

:5

:4

P

M -F e b -2

:5

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

S02

P R

O J E

C T

S d e w a (1 p r o j d e v C

A D

D S td -D e t\

S -s t1 1_ d e ta il .d g n

:5

:4

P

M -F e b -2

:5

P

M

E204-01

DETAILDETAIL APPROVED FOR USE

h h and fill slopes into the original ground.

to slope stakes to establish the blend of cut

1. Distance L is to be maintained as the distance C L

Shoulder L

Cu t s lop e h

SECTION E

D it c h l in e

Var iab le s lop e n ot flat ter th an 10:

SECTION D

SECTION C

SECTION B

SECTION A

Roadway Shoulder

Slope ro unding

Fill slope

S h o u ld e li n e flatter than 20: 1

Variable slope not

S lo p e s ta k e l in e S lo p e s ta k e l in e

Grou nd lin e

Slope ro unding

SLOPE TRANSITIONS

CUT AND FILL

L

L

A

B

C

D

E

NOT TO SCALE

L

APPROVED : MAY 2011

Note :

M

P R

O J E

C T

S d e w a (1 p r o j d e v C

A D

D S td -D e t\

S -s t2

1_ d e ta il .d g n

:5

:1

P

M -F e b -2

:5

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

S03

P R

O J E

C T

S d e w a (1 p r o j d e v C

A D

D S td -D e t\

S -s t2

1_ d e ta il .d g n

:5

:1

P

M -F e b -2

:5

P

M

E251-01

LOOSE RIPRAP

AT CULVERT

U.S. CUSTOMARY DETAIL

APPROVED : MAY 2011

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \S td -D e t\

S -s t2 d e ta il .d g n

:5

:0

A

M /2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

S04 xx

D

D

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \S td -D e t\

S -s t2 d e ta il .d g n

:5

:0

A

M /2

/2

E401-01

PAVEMENT

TRANSITIONS

APPROVED : MAY 2011

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \S td -D e t\

S -s t4 d e ta il .d g n

:5

:0

A

M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

S05

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \S td -D e t\

S -s t4 d e ta il .d g n

:5

:0

A

M

/2

/2

RUMBLE STRIPS

E401-A

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

S06

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \S td -D e t\

S -E

-A

.d g n

:5

:0

A

M /2

/2

601-4

CONCRETE HEADWALL FOR

SMALL PIPE CULVERT

STANDARD

U.S. CUSTOMARY STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

REVISED:

S07

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v

\C A

D D

\S td

-D e t\

S

-s t6

.d g n

:5

:1

A

M

/2

/2

STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY

E601-4A

S08

CONCRETE HEADWALL

WALL MODIFIED

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v

\C A

D D

\S td

-D e t\

S

-s tE

A .d g n

:5

:0

A

M

/2

/2

CONCRETE PIPE

CULVERT INSTALLATION

ET 602-7

DETAIL

U.S. CUSTOMARY DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

S09

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v

\C A

D D

\S td

-D e t\

S

-s t6

E F

L

T E

M P

.d g n :5

:4

A

M /2

/2

604-7

INLET

TYPE 6B

STANDARD

U.S. CUSTOMARY STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

S10

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v

\C A

D D

\S td

-D e t\

S

-s t6

.d g n

:0

:5

A M

/2

/2

E605-01

MINIMUM

WIDTH (W)

UNDERDRAIN, FOR

PAVEMENT AND DITCHES

DIAMETER (D)

APPROVED : MAY 2011

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v

\C A

D D

\S td

-D e t\

S

-s t6 d e ta il .d g n

:0

:4

A

M /2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

S11

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v

\C A

D D

\S td

-D e t\

S

-s t6 d e ta il .d g n

:0

:4

A

M /2

/2

G4 W-BEAM GUARDRAIL

STEEL POSTS

ET 617-11

DETAIL

U.S. CUSTOMARY DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STANDARD APPROVED FOR USE 1/1994

REVISED: 4/1994 6/2005

S12

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \S td -D e t\

S -s t6 E

F L

T

E M

P .d g n

:0

:2

A

M

/2

/2

G4 W-BEAM GUARDRAIL

TYPE TANGENT TERMINAL

ET 617-20

DETAIL

U.S. CUSTOMARY DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

S13

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v

\C A

D D

\S td

-D e t\

S

-s t6

E F

L

T E

M P

.d g n

:0

:3

A

M /2

/2

E619-A

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

CEDAR RAIL FENCE

S14

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \S td -D e t\

S -E

-A

.d g n

:0

:3

A

M

/2

/2

E626-50

TREES AND SHRUBS

PLANTING METHODS

APPROVED : MAY 2011

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \S td -D e t\

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

:0

:5

A M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

S15

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \S td -D e t\

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

:0

:5

A M

/2

/2

E629-01

APPROVED : MAY 2011

SLOPE STABILIZATION

WITH MATTING

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v

\C A

D D

\S td

-D e t\

S

-s t6 d e ta il .d g n

:5

:3

A

M /8

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

S16

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v

\C A

D D

\S td

-D e t\

S

-s t6 d e ta il .d g n

:5

:3

A

M /8

/2

E629-02

DITCH STABILIZATION

WITH MATTING

APPROVED : MAY 2011

M

P R

O J E

C T

S \d e w a \1

(1 p ro 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

A

M /8

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

S17

P R

O J E

C T

S \d e w a \1

(1 p ro 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

A

M /8

/2

DETAIL

E634-03A

PAVEMENT MARKINGS

WITH AND WITHOUT

RAISED PAVEMENT MARKERS

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \S td -D e t\

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

:5

:3

A

M /8

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

S18

M

P R

O J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \S td -D e t\

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

:5

:3

A

M /8

/2

/2

/2

:5

:5

P

M M

P

R O

J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \T

-d e w a (1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT

SHEET

NO.

430 430

435 435

440 440

445 445

450 450

455 455

430 430

435 435

440 440

445 445

450 450

455 455

NE ERFO-DEWA 14(15)PA

DELAWARE WATER GAP NATIONAL RECREATION AREA

96+50 TO 97+00

T01

U.S. Route 209

Sta. 96+50 R 1

Orig. Grnd. = 451.00

CL

-3.00%

SSFCP_SG

E x c a v a ti o n

L im it s

E x is ti n g P a v e d S h o u ld e r

1:3

SG_HG21

HPF 1:2

Orig. Grnd. = 451.74

CL

-3.00%

SSFCP_SG

E x c a v a ti o n

L im it s

Sta. 97+00 R 1

1:4

SG_HG21

HPF 1:2

E x is ti n g P a v e d S h o u ld

/2

:5

P

M M

P

R O

J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \T

-d e w a (1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT

SHEET

NO.

430 430

435 435

440 440

445 445

450 450

455 455

430 430

435 435

440 440

445 445

450 450

455 455

460 460

NE ERFO-DEWA 14(15)PA

DELAWARE WATER GAP NATIONAL RECREATION AREA

97+50 TO 98+00

T02

U.S. Route 209

Sta. 97+50 R 1

Orig. Grnd. = 452.39

CL

-3.00%

SSFCP_SG

E x c a v a ti o n

L im it s

1:5

SG_HG21

HPF 1:2

E x is ti n g P a v e d S h o u ld e r

Sta. 98+00 R 1

Orig. Grnd. = 453.01

CL

-3.00%

SSFCP_SG

E x c a v a ti o n

L im it s

1:7

SG_HG21

1:2

HPF

E x is ti n g P a v e d S h o u ld

/2

:5

P

M M

P

R O

J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \T

-d e w a (1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT

SHEET

NO.

435 435

440 440

445 445

450 450

455 455

460 460

415 415

420 420

425 425

430 430

435 435

440 440

445 445

450 450

455 455

460 460

NE ERFO-DEWA 14(15)PA

DELAWARE WATER GAP NATIONAL RECREATION AREA

98+50 TO 99+00

T03

U.S. Route 209

Sta. 98+50 R 1

Orig. Grnd. = 453.58

CL

-3.00%

SSFCP_SG

E x c a v a ti o n

L im it s

1:9

SG_HG21 1:2

HPF

E x is ti n g P a v e d S h o u ld e r

Sta. 99+00 R 1

Orig. Grnd. = 454.24

CL

-3.00%

SSFCP_SG

E x c a v a ti o n

L im it s

1:10

SG_HG21 1:2

HPF

E x is ti n g P a v e d S h o u ld

/2

:5

P

M M

P

R O

J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \T

-d e w a (1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT

SHEET

NO.

440 440

445 445

450 450

455 455

460 460

435 435

440 440

445 445

450 450

455 455

460 460

NE ERFO-DEWA 14(15)PA

DELAWARE WATER GAP NATIONAL RECREATION AREA

99+50 TO 100+00

T04

U.S. Route 209

Sta. 99+50 R 1

Orig. Grnd. = 454.61

CL

E x is ti n g P a v e d S h o u ld e r

-3.00%

SSFCP_SG

E x c a v a ti o n

L im it s

1:25

SG_HG21 1:2

HPF

Sta. 100+00 R 1

Orig. Grnd. = 454.67

CL

-3.00%

SSFCP_SG

E x c a v a ti o n

L im it s1:25

SG_HG21 1:2

HPF

E x is ti n g P a v e d S h o u ld

/2

:5

P

M M

P

R O

J E

C T

S \d e w a \1

(1 p ro j_ d e v \C

A D

D \T

-d e w a (1…