Plans - NP DEWA 10(6) 218(2).pdf

PDF 37 MB Posted Jul 11, 2024

Attached to: Delaware Water Gap National Recreation Area
Solicitation number: 693C73-24-B-000014
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Jul 11, 2024

This document is a solicitation for the replacement of Dingmans Falls Access Bridge #1 and the rehabilitation of Vancampens Glen Bridge within the Delaware Water Gap National Recreation Area in Pennsylvania and New Jersey. The project, identified as NP DEWA 10(6) 218(2) and assigned Solicitation Number 693C73-24-B-000014, has an estimated total cost between $2,000,000 and $5,000,000. The work includes roadway reconstruction, new guardrail installation, riprap placement, and other miscellaneous tasks. Bids are expected to be issued on or around June 13, 2024, with the bid due date and location specified in the solicitation documents. The contract will be awarded by the Department of Transportation Federal Highway Administration. Small business set-asides and subcontracting plan requirements are detailed in the solicitation. Bidders are encouraged to submit their proposals electronically.

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Other files

File	Type	Posted
Results of Bid Opening - NP DEWA 10(6) 218(2).pdf	PDF	Aug 20, 2024
Amendment 0002 - NP DEWA 10(6) 218(2).pdf	PDF	Aug 8, 2024
Amendment 0001 - NP DEWA 10(6) 218(2).pdf	PDF	Jul 23, 2024
Categorical Exclusion Form (NEPA).pdf	PDF	Jul 11, 2024
IFB Solicitation - NP DEWA 10(6) 218(2).pdf	PDF	Jul 11, 2024
DEWA_10(6)218(2) Vancampers H and H Memo.pdf	PDF	Jul 11, 2024
NP DEWA 10(6) 218(2) Pavement Memo.pdf	PDF	Jul 11, 2024
NP DEWA 10(6) 218(2)_4320-019P1194_Bridge_Insp_Rpts.pdf	PDF	Jul 11, 2024
FP14_Eng.pdf	PDF	Jul 11, 2024
DEWA_10(6)218(2) Dingman Bridge H and H Report_Final.pdf	PDF	Jul 11, 2024
ADV_Bidders Qualifications Form.doc	DOC document	Jul 11, 2024
VETS-4212 Form.pdf	PDF	Jul 11, 2024
Subcontracting Plan - NP DEWA 10(6) 218(2).doc	DOC document	Jul 11, 2024
NP DEWA 10(6) 218(2)_4320-041P10750_Bridge_Insp_Rpts.pdf	PDF	Jul 11, 2024

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Title Sheet

Symbols and Abbreviations

Location Map

Typical Section

Summaries and Schedules

Plan and Profile

Erosion and Sediment Control Plan

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

NP DEWA 10(6), 218(2)

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 0.07 Miles

ADT (2020)

ADT (2040)

DHV

%Truck

V (MPH)

50/50

N/A

SPECIFICATIONS:

BRIDGE:

DESIGN DESIGNATION:

e(max) 6%

C/A None mill and overlay, and other miscellaneous bridge work.

Bridge work includes riprap placement, asphalt pavement

The Old Mine Road (NPS Route 10) and Vancampens Glen installation, and other miscellaneous bridge work.

roadway reconstruction, new guardrail and terminal of the existing bridge superstructure and substructure, Falls Access Bridge #1 work includes the replacement

The Dingmans Falls Road (NPS Route 218) and Dingmans

HARDWICK TOWNSHIP, WARREN COUNTY, NJ

DELAWARE TOWNSHIP, PIKE COUNTY, PA

REHABILITATION OF THE VANCAMPENS GLEN BRIDGE

REPLACEMENT OF THE DINGMANS FALLS ACCESS BRIDGE #1 AND

SHEET

A01

A02-A03

A04

B01-B02

C05-C13

D01-D03

M06-M08

LANE MILES:

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

NATIONAL RECREATION AREA

DELAWARE WATER GAP

NP DEWA 10(6), 218(2)

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

"Standard Specifications for Construction of Roads

ROAD:ROAD: WIDTH

20'

SURFACE BASE SUBGRADE

4" ACP 6" Aggr. N/A

Last Inspection: 11/2/2021

Vancampens Glen Bridge, Structure No. 4320-041P

Last Inspection: 11/1/2021

Dingmans Falls Access Bridge #1, Structure No. 4320-019P

Dingmans Falls Road (NPS Route 218)

Patterson

New Brunswick

Morristown

Newark

Trenton

Elizabeth

Cape May

Atlantic City

Camden

T N P K

T o ll

G A

R D

E N

S T

N J. Dix

Fort

1 9

INTERSTATE

SCALE IN MILES

0 60 120

STATE OF NEW JERSEY

KEY MAP

76 Philadelphia

Harrisburg

Scranton

Pittsburgh

0 50 100

SCALE IN MILES

STATE OF PENNSYLVANIA

KEY MAP

NO SCALE

Pennsylvania

New Jersey

New York

0.13 Miles

NPS Route 218

Old Mine Road (NPS Route 10) (Varies)

23' to 24'

2" ACP N/A N/A

NPS Route 10

50/50

N/A

None

N/A

NP DEWA 10(6), 218(2)

A NPS Route 218 100+26.00 to 102+25.00 0.04

B NPS Route 10 0.03

(Miles)

Schedule Description Station to Station Length BIP Report #

4320-019P

4320-041P

Know what'sbelow.

before you dig.Call

PLANS PREPARED BY

Project Manager

Ramesh Kotadia

Lead Designer

Shoukat Nawaz

Highway Design Manager

Damon L. Hassan

A05-A06 Survey Information

M01-M05 Erosion and Sediment Control Narrative

R01-R36 Bridge Plans

P01-P02 Permanent Signing and Striping Plan

Tabulation of Quantities

N01-N03 Temporary Traffic Control Plan

S01-S25 Standards and Details

C01-C04

T01-T20 Roadway Cross Sections

M13 Landscape Plan

M09-M10 Stream Impact

Horizontal Alignment ReportA07

Proposed ContoursM11-M12

Statutes, which include signing and sealing the documents.

license requirements of Title 63, Chapter 5, Pennsylvania engineer employed by the United States is exempt from the the Pennsylvania Department of Environmental Protection. An 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

U.S. Department of Transportation

Administration

Federal Highway

JULY 2024

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

M14-M15 Impact Map

M16-M17 Soil Map

Tree Removal PlanD04

J u ly

S h e e t]

P R

O J E

C T

S \d e w a \1

P ro j_

D e v \C

A D

D \N

P D

E W

\d g n \A

P D

E W

A (6

(2 tt l.

d g n

PROJECT

NUMBER

SHEET

A01

NPS Drwg No. 620/173739 NPS PMIS No. 222479, 222541

NP DEWA 10(6), 218(2)

0.00EL.

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve original ground outside diameter out to out ordinary high water mark on center nominal maximum size aggregate normal crown north mon.

min.

max.

MOD

monument minimum maximum mile post modification main line spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south spa.

shldr.

sec.

SADT

NMSA

o. to o.

ohwm

o. c.

pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R route right required reinforcement rolled erosion control product roadway right-of-way range radius symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot sym.

STS

struc.

stiff.

stgr.

std.

Sta.

SRS

sqyd sqft typ.

thd.

TBM

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

VPI

vph

V vertical point of intersection vehicles per hour design speed

W west

1 6

SEC.

N 0

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION DELAWARE WATER GAP NATIONAL RECREATION AREA

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

cc or c. to c.

brg.

br.

appr.

AMD

ADT

ACP

abut.

double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column contracting officer corrugated metal pipe centerline center to center bearing bridge balance point bench mark back approach amendment ahead average daily traffic asphalt concrete pavement abutment expansion joint excavation edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation elevation with number superelevation rate east flg.

fin.

flange finish exp. jt.

exc.

ESAL

EQ or eq.

EOT

EOS

EOP

emb.

elev.

E θs Ø ∆c spiral central angle diameter curve central angle total central angle ftg.

galv.

ga.

hex.

hdwl.

jt.

footing galvanized gage (gauge) high water hexagon headwall inside diameter joint lat.

lam.

L latitude lamination length of curve

lt. or LT Ls

LPSM

long.

LOD

low water left length of spiral lump sum longitudinal Limits of Disturbance

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees, Pine

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

M a rc h

S H

E E

P R

O J E

C T

S \d e w a \1

P ro j_ D e v \C

A D

D \N

P D

E W

\d g n \A

-A

N P

E W

(2 s y m

.d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

A02

AREA PATTERN

Barricade Type 3

Filter Bag

OHWM Ordinary High Water Mark

HLSD Headlight Sight Distance

InfiniteINF

PADEP

Environmental Protection

Pennsylvania Department of

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION DELAWARE WATER GAP NATIONAL RECREATION AREA

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

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Temporary Diversion Berm

Riprap

Sheet 2 of 2

M a r c h

H E

P R

O J E

C T

S \d e w a \1

P ro j_ D e v

\C A

D D

\N P

D E

W A

\d g n

-A

D E

W A

(2 s y m .d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

A03

NO SCALE

NP DEWA 10(6), 218(2)

Dingmans Falls Access Bridge #1

Vancampens Glen Bridge

U.S. DEPARTMENT OF TRANSPORTATION

DELAWARE WATER GAP NATIONAL RECREATION AREA

M a r c h

U n ti tl e d

P R

O J E

C T

S \d e w a \1

P ro j_ D e v

\C A

D D

\N P

D E

W A

\d g n

N P

E W

L o c .d g n

LOCATION MAP

PROJECT

A04

DINGMANS CREEK

DINGMANS FALLS RD

G M

A N S

LLS

AZ 264.66

A Z

°25.46'

A Z

20.82'

AZ 77

.47°

AZ 103.97°

24.8 5'

.49

AZ 96.45°

35.72'

7.5 3'

#GPU78935-70192

MET ED

MAPLE

3"Ø

31.6'

W/TACK

AZ 118.34°

2397.9'

A Z

AZ 296.65°

<-To CP 5002

NAIL NTS NTS NTS

NTSNTSNTS

55.3 8'

AZ 25

7.79

PP#

B1017-SPSK660345

SPEED

LIMIT

A Z .6

AZ 2

54.

61° 69.

37'

PP#78896-7018

A Z

142.16'AZ 113.85°

N O

R T

N O

R T

N N

O R

T H

N O

R T

N N

O R

T H

N O

R T

G M

A N

S F

A L L S R

Control Points References

A Z

2397.9'

AZ 296.65°

To CP 5002->

SPEED

LIMIT

NATIONAL

PARK

SERVICE

Delaware Watergap

National Recreation Area

Dingmans Falls

Visitor Center

A Z

W/TACK

A Z

43.51'

A Z 309.17°

42.99'

AZ 267.33°

PK469.1582757313.847398719.9145010

PK465.4812757443.823398662.4395009

PK458.8082757657.714398657.4315008

PK449.0932757773.162398648.6945007

PK449.2882757849.838398607.7005006

TBAR;W/TACK456.7812758074.062398359.4315003

TBAR;W/TACK456.1482758121.710398208.7475002

TYPEELEV.EASTINGNORTHINGNAME

Geoid Model : GEIOD12B (Conus)

Vert. Datum : NAVD 1988

Hor. Datum : NAD 1983 (Conus)

Zone : Pennsylvania North 3701

Coordinate System : US State Plane 1983

Coordinate System

NPS ROUTE 218 | DINGMANS FALLS ACCESS BRIDGE #1

M a r c h

S u r v e y

I n f o r m a ti o n

P R

O J E

C T

S \d e w a \1

P ro j_

D e v \C

A D

D \N

P D

E W

\d g n \A

-A

P D

E W

A (6

S u r.

d g n

SURVEY INFORMATION

PROJECT

A05

NP DEWA 10(6), 218(2)

Azimuth shown is based on north axis at clockwise rotation.

NOTE:

BLACKGUM

11"Ø

6.6 7°7.5

UKN

18"Ø

.5 8°

UKN

9"Ø

38.82'AZ 288.16°

TBAR

.6 1'

BEECH

20"Ø

PARKING

SYCAMORE

5"Ø TWIN

HACKBERRY

16"Ø

AZ 288.68°

27.48' A Z

TBAR

NTS NTS NTS

NTSNTSNTS

A Z

.5 8°

.6 1'

TBAR

<-T o C

P 45

To C P 50

1->

AZ 7

5.4

1°

AZ 7

5.4

1°

.24

A Z 2.

-T o C P x .4

C P

AZ 2

52.

03° 43.

26'

A Z 2.

A Z

NAIL

AZ 290.55°

29.79'

AZ 6

9.6

8°37 .91

A Z

C P

.3 'R x .5 'S

AZ 2

.06

°54 .94

A Z

NAIL

Project Control Points

TBAR362.535353998.901810664.0424503

PK374.482354094.849810790.1524502

TBAR368.619353855.914810683.8524501

TBAR369.099352931.247810334.0074500

NAIL374.335353637.924810517.923501

NAIL388.655354339.896810833.560500

TYPEELEV.EASTINGNORTHINGNAME

Project : DEWA10(6)

Geoid Model : GEIOD012B (Conus)

Vert. Datum : NAVD 1988 (Conus)

Hor. Datum : NAD 1983 (Conus)

Zone : New Jersey 2900

Coordinate System : US State Plane 1983

Project Coordinate System

Lot: 1 and 2

Block: 1402

Township: Hardwich Twp

Updated 10/14/2020

NPS ROUTE 10 | VANCAMPENS GLEN BRIDGE

J u n e

S u r v e y

I n f o r m a ti o

P R

O J E

C T

S \d e w a \1

P ro j_

D e v \C

A D

D \N

P D

E W

\d g n \A

-A

P D

E W

A (6

S u r.

d g n

SURVEY INFORMATION

PROJECT

A06

NP DEWA 10(6), 218(2)

Azimuth shown is based on north axis at clockwise rotation.

M a r c h

S u r v e y

I n f o r m a ti o

P R

O J E

C T

S \d e w a \1

P ro j_ D e v

\C A

D D

\N P

D E

W A

\d g n

N P

E W

H o ri z o n ta l_ R e p o rt

.d g n

HORIZONTAL ALIGNMENT REPORT

PROJECT

A07

10'

Lane

10'

Lane

Limits of construction

Tack coat see plans

Varies, 0' to 3'

Shoulder Shoulder e plans see

Varies, 1V:

2H or Fl att er

0' to 2'

(Type IV roughness, PG 58-28)

-inch NMSA, <0.3 million ESAL8

1.5-inch Asphalt concrete pavement, gyratory mix, Aggregate base grading C or D, 6-inch depth

Profile grade Existing ground (typ.)

DINGMANS FALLS ROAD (NPS ROUTE 218)

DINGMANS FALLS ACCESS BRIDGE #1

ROADWAY RECONSTRUCTION AT BRIDGE APPROACHES

See Details ET 617-68A, E617-A, E617-B, E617-C, and E617-D.

Merritt Parkway guiderail, Removal of guardrail. Install guardrail system SBTB, 101+96 to 102+25

100+26 to 100+96

-inch NMSA, <0.3 million ESAL (PG 58-28)4

3.5-inch Asphalt concrete pavement, gyratory mix, Aggregate-topsoil course, 4-inch depth (typ.)

Roadway excavation

100+40 and 100+82. See R sheets.

2. Place the retaining wall between stations

1. See profile sheets for superelevation, e.

NOTES:

Existing asphalt pavement, depth varies

Roadway excavation

2' guardrail offset

2' Minimum guardrail offset

See plans for

See Note 2.

Place retaining wall.

14.0' to 14.8'

2% geotextile, Class 2, Type E

Separation-stabilization

1:4

.2 m in

Embankment construction (typ.)

approximately 437'

Elevation =

Mark (OHWM), Ordinary High Water

Top of bank

3.5' Maximum

Asphalt pavement removal

Existing aggregate base, depth varies product, Type 2.D, and establish turf

Place topsoil, rolled erosion control and establish turf control product, Type 2.D, Place topsoil, rolled erosion product, Type 2.D, and establish turf

Place topsoil, rolled erosion control

J u n e

S h e

P R

O J E

C T

S \d e w a \1

P ro j_ D e v

\C A

D D

\N P

D E

W A

\d g n

N P

E W

(2 ty p .d g n

TYPICAL SECTION

PROJECT

B01

Match existing

2'± 2'±

Shoulder Shoulder

Remove and reset, guardrail (typ.)

Existing ground (typ.)

OLD MINE ROAD (NPS ROUTE 10)

VANCAMPENS GLEN BRIDGE

ROADWAY RESURFACING AT BRIDGE APPROACHES

Match existing

± 9.5' to 10'

Lane

± 9.5' to 10'

Lane

Existing aggregate base, depth varies

Existing asphalt pavement, depth varies

Tack coat

Limits of construction profile grade

Match existing

Lot: 1 and 2

Block: 1402

Township: Hardwich Twp

Updated 10/14/2020

(Type IV roughness, PG 58-28)

-inch NMSA, <0.3 million ESAL8

1.5-inch Asphalt concrete pavement, gyratory mix, -inch NMSA, wedge and leveling course (PG 58-28)8

1-inch Asphalt Concrete Pavement, Gyratory Mix, Tack coat

1.5-inch Asphalt pavement milling

M a r c h

T y p ic a l

S e c ti o

P R

O J E

C T

S \d e w a \1

P ro j_ D e v

\C A

D D

\N P

D E

W A

\d g n

N P

E W

(2 ty p .d g n

TYPICAL SECTION

PROJECT

B02

Sheet 1 of 4

(NPS ROUTE 218 | DINGMANS FALLS ACCESS BRIDGE #1)

SCHEDULE A

J u n e

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 \d e w a \1

P ro j_

D e v \C

A D

D \N

P D

E W

\d g n \C

-C

P D

E W

A (6

Q u a n ti ty .d g n

TABULATION OF QUANTITIES

PROJECT

C01

Sheet 2 of 4

(NPS ROUTE 218 | DINGMANS FALLS ACCESS BRIDGE #1)

SCHEDULE A

J u n e

T a b u la ti o n o f Q u a n ti te

P R

O J E

C T

S \d e w a \1

P ro j_ D e v

\C A

D D

\N P

D E

W A

\d g n

-C

D E

W A

Q u a n ti ty

.d g n

TABULATION OF QUANTITIES

PROJECT

C02

Sheet 3 of 4

(NPS ROUTE 10 | VANCAMPENS GLEN BRIDGE)

SCHEDULE B

J u n e

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

P R

O J E

C T

S \d e w a \1

P ro j_

D e v \C

A D

D \N

P D

E W

\d g n \C

-C

P D

E W

A (6

Q u a n ti ty .d g n

TABULATION OF QUANTITIES

PROJECT

C03

Sheet 4 of 4

(NPS ROUTE 10 | VANCAMPENS GLEN BRIDGE)

SCHEDULE B

J u n e

T a b u la ti o n o f Q u a n ti te

P R

O J E

C T

S \d e w a \1

P ro j_

D e v \C

A D

D \N

P D

E W

\d g n \C

-C

P D

E W

A (6

Q u a n ti ty .d g n

TABULATION OF QUANTITIES

PROJECT

C04

Sheet 1 of 9

J u n e

S u m m e r ie s a n d S c h e d u le

P R

O J E

C T

S \d e w a \1

P ro j_

D e v \C

A D

D \N

P D

E W

\d g n \C

-C

P D

E W

A (6

Q u a n ti ty .d g n

SUMMARIES AND SCHEDULES

PROJECT

C05

Sheet 2 of 9

J u n e

S u m m a r ie s a n d S c h e d u le

P R

O J E

C T

S \d e w a \1

P ro j_

D e v \C

A D

D \N

P D

E W

\d g n \C

-C

P D

E W

A (6

Q u a n ti ty .d g n

SUMMARIES AND SCHEDULES

PROJECT

C06

Sheet 3 of 9

J u n e

S u m m a r ie s a n d S c h e d u le

P R

O J E

C T

S \d e w a \1

P ro j_

D e v \C

A D

D \N

P D

E W

\d g n \C

-C

P D

E W

A (6

Q u a n ti ty .d g n

SUMMARIES AND SCHEDULES

PROJECT

C07

Sheet 4 of 9

J u n e

S u m m a r ie s a n d S c h e d u le

P R

O J E

C T

S \d e w a \1

P ro j_

D e v \C

A D

D \N

P D

E W

\d g n \C

-C

P D

E W

A (6

Q u a n ti ty .d g n

SUMMARIES AND SCHEDULES

PROJECT

C08

Sheet 5 of 9

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C13

S8 8°

'28

S53°26'50"E

S44°23'14"E

P O

SCALE IN FEET

0 25 50

U.S. DEPARTMENT OF TRANSPORTATION DELAWARE WATER GAP NATIONAL RECREATION AREA

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PLAN

PROJECT

D01

NP DEWA 10(6), 218(2)

Proposed EOP (typ.)

40 lnft guardrail, existing

Remove

Reconstruct roadway

Centerline

100+26.00

N=398663.8420

E=2757710.5420

Proposed shoulder (typ.) 101+14.17

Begin bridge

101+08, 12' left

100+90, 12' left to

SBT system, 20 lnft, Install structure transition railing, 100+90, 12' left, 100+73, 15' left to

Merritt Parkway guiderail, 20lnft, Install guardrail system, SBTB, Remove existing guardrail, 40 lnft, 14' left

100+73, 12' left to 100+80, Transition top of fill slope

Begin 2' shoulder width, End shoulder tapering, 101+79.17

End bridge sheets.

bridge, see R Replace existing

See Note 3.

class 3.

method A, Place riprap, 100+60, 12' right

100+18, 11' right, to

Merritt Parkway guiderail, Install guardrail system SBTB, 40 lnft, Remove existing guardrail, 60 lnft, See R sheets.

100+40.59, 14.09' offset

Begin retaining wall, 102+36, 16', right

102+27, 14', right to

102+07, 12' right to

Merritt Parkway guiderail, 40lnft, Install guardrail system SBTB, 102+07, 12' right, 101+85, 13' right to

SBT system, 20 lnft, Install structure transition railing, Remove existing guardrail, 40 lnft, Reconstruct roadway

102+66, 23', right

102+36, 16', right to

Type FAT-Merritt Parkway guiderail (Type I), Install guardrail terminal section, 102+91, 23' left

102+62, 16' left, to

Type FAT-Merritt Parkway guiderail (Type I), Install guardrail terminal section, 100+82.00

Begin 3' shoulder width

102+10 and 102+20 width to 0' between transition shoulder

101+86 and 102+10, width to 2' between transition shoulder

101+86, End 3' shoulder width, 102+62, 16' left

102+52, 14' left to

102+22, 12' left to

Merritt Parkway guiderail, 40lnft, Install guardrail system SBTB, 102+22, 12ft left, 102+02, 12ft left, to

SBT system, 20 lnft, Install structure transition railing, Remove existing sign (typ.)

100+82, 13' right

100+60, 12' right to railing, SBT system, 20 lnft, Install structure transition

See R sheets.

100+81.84, 14.78 offset

End retaining wall, 100+26

Begin shoulder tapering, left, Sawcut pavement, 102+25 width, left, shoulder

End 2' pavement, Sawcut

Approach and sleeper slabs, 100+96 to 101+14, See R sheets.

100+73, 15' left

100+64, 18' left to

Type BAT-Merritt Parkway guiderail (Type II), Install guardrail terminal section, Approach and sleeper slabs, 101+79 to 101+96, See R sheets.

Top of fill slope

Edge of shoulder e = ___

L = 60.84'

T = 31.40'

R = 100.00'

Δ = 34°51'38" (RT)

PI 100+81.37

e = ___ L = 18.98' T = 9.51' R = 120.00'

Δ = 09°03'37" (RT)

PI 101+91.46

CURVE DATA:

BEGIN WORK

102+25.00 N=398571.4881 E=2757879.3306 limit (typ.)

Slope stake

END WORK

D in gm an s

Cr ee k

1. Do not disturb existing MetEd (First Energy) pole and overhead power lines adjacent to the existing and proposed bridge. Contractor must conform to OSHA's overhead clearance requirements when working adjacent to overhead power lines.

2. Remove stream debris within the limits of disturbance.

3. See R sheets for riprap placement.

4. The limits of guardrail systems may be changed to fit field conditions as approved by the CO.

5. See the Standards and Details for more information.

NOTES:

DETAILS REFERENCE:

Detail E251-A: Riprap Slope Protection Detail ET 617-68A: Steel-Backed Timber Guardrail Connection to Tubular Steel-Backed Timber Bridge Rail Detail E617-A: Steel-Backed Timber Guardrail Merritt Parkway Guiderail Detail E617-B: Steel-Backed Timber Guardrail Merritt Parkway Guiderail Detail E617-C: Steel-Backed Timber Guardrail Merritt Parkway Guiderail Detail E617-D: Steel-Backed Timber Guardrail Merritt Parkway Guiderail Anchors

Existing ground

Proposed profile grade

See R sheets

101+14.17 to 101+79.17, Replace bridge, BEGIN WORK

END WORK

100+26.00

Match existing line and grade

102+25.00

Match existing line and grade

Transition e = 2.00%

Transition

100+90 102+05

Transition e = -2.00% e = -2.00%

Transition

See R sheets.

Retaining wall.

exc. = 110 cuyd emb. = 840 cuyd

Match existing e=-5.00%

Match existing e=2.45%

Match existing e=1.00%

Match existing e=-2.50% e = 2.00%

Superelevation Transition Rates

Existing bottom of creek

100+99100+26 102+25

98+00 99+00 100+00 101+00 102+00

420 420

430 430

440 440

450 450

460 460

470 470

480 480

490 490

-8.708%

-1.034% +0.323%

E L

V P

E L

V P

70' VC

K = 9

HLSD = 79.16'

31' VC

K = 23

HLSD = INF'

RTRTRT

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PROFILE

PROJECT

D02

NP DEWA 10(6), 218(2)

overhead power lines.

requirements when working adjacent to must conform to OSHA's overhead clearance the existing and proposed bridge. Contractor pole and overhead power lines adjacent to

Do not disturb existing MetEd (First Energy)

NAIL

TBAR

375375

NAIL

OLD MINE RD

H A

T O

N R

BEGIN WORK

END WORK

class 7, 44 tons

Place riprap, method A, class 4, 20 tons

Placed riprap, method A, Remove and reset sign

Do not disturb existing sign

Township: Hardwick Twp

Block: 1402

Lot: 1 and 2

Updated 10/14/2020

Match existing EOP

Resurface pavement, 102 sqyd.

Begin bridge

V a n c a m p e n s B ro o kRemove and reset guardrail, 60 lnft

Remove and reset guardrail, 80 lnft

Remove and reset guardrail, 60 lnftclass 4, 29 tons

Place riprap, method A, See Note 5.

(3-inch to 9-inch dia.)

Removal, individual tree, 4

Match existing EOP

140 sqyd.

Resurface pavement, End bridge

See Note 5.

(3-inch to 9-inch dia.)

Removal, individual tree, 5

1. The limits of riprap and resetting of guardrail may be changed to fit field conditions as approved by the CO.

2. Do not stockpile materials, vehicles, or equipment on

Hamilton Road driveway. Maintain driveway access at all times.

3. Do not disturb existing Jersey Central Power & Light

Co (First Energy) and Service Electric Cable TV poles, overhead power, or telephone lines adjacent to the existing bridge. Contractor must conform to OSHA's overhead clearance requirements when working adjacent to overhead power lines.

4. Remove stream debris within the limits of disturbance.

5. Remove individual trees as approved by the CO.

NOTES:

DETAIL REFERENCE:

Detail E251-A: Riprap Slope Protection

Repair bridge. See R sheets.

See Note 2

N=810740.9236

E=354010.0519

N=810675.7113

E=353874.9642

Sawcut pavement

62'

48'

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PLAN

PROJECT

D03

U.S. DEPARTMENT OF TRANSPORTATION DELAWARE WATER GAP NATIONAL RECREATION AREA

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TREE REMOVAL PLAN

PROJECT

D04

NP DEWA 10(6), 218(2)

46' right

101+31, Remove 12" Beech, 43' right

101+27, Remove 8" Yellow Birch, 38' right

101+31, Remove 12" Yellow Birch, 33' right

101+39, Remove 12" Yellow Birch, 39' right

101+47, Remove 10" Hemlock, 29' right

101+76, Remove 33" Hemlock, 32' left

101+90, Remove 12" Birch, 31' left

101+91, Remove 7" Birch, 33' left

101+94, Remove 10" Birch, D in g m an s

C re ek stage or phase have been installed and are functioning as described in the Erosion and Sediment Control Plan.

erosion and sediment control best management practices specified in the best management practices sequence for that

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

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

Complete each phase of the sequence of construction before starting the next one.

construction.

Plan preparer, and the PADEP. All earth disturbance activities shall proceed in accordance with the sequence of on-site preconstruction meeting and invite the National Park Service, Contractor, the Erosion and Sediment Control

At least 7 days prior to starting any earth disturbance activities, including clearing and grubbing, notify the CO to hold an revised erosion and sedimentation pollution control plan to the PADEP Northeast Regional Office for Review and Approval.

Coordinate any and all proposed changes to the approved erosion and sedimentation control plan with the CO. Submit a and Bridges on Federal Highway Projects, FP-14, and the Special Contract Requirements.

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

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 and the National Response Center at 1-800-424-8802.

40 CFR 112. Report spills large enough to discharge to surface waters to the Park Liaison, the Chief of Maintenance, Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the requirements under the on-site dumpsters. Dispose of material according to Federal, State, and local regulations.

clearly marked containers away from other non-waste materials. Do not dispose of hazardous waste materials into activities in a covered area to avoid contact with storm water. Store all hazardous waste materials in appropriate and generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and battery fluid. If feasible, conduct these

Hazardous waste will not be generated from normal construction activities. Equipment fueling and maintenance could

Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.

Solid waste generated from the project will consist of construction debris, garbage, and empty containers.

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 equipment-related compounds; Soaps, solvents used for vehicle washing; Waste, garbage, sanitary waste.

Wash-water from concrete, paint, curing compounds, and other construction materials; Fuels, oils, The following discharges are prohibited:

Prohibited Discharges

56 cfs for 100-year event. An additional 485 sqft of new impervious surface will be created by the reconstructed roadway.

The upstream watershed area is 615.02 acres. The rate of runoff from the project site is 48 cfs for 50-year event and

River which is classified as WWF, MF under Chapter 93. The entire project area is located within 150-foot riparian zone.

Creek that has a Chapter 93 designation of HQ-CWF. Dingmans Creek is an upstream tributary of the Middle Delaware

Dingmans Falls Access Bridge #1 work is approximately 20,084 sqft (0.46 acre), and the receiving water is Dingmans bridge superstructure and substructure. The total disturbed area for the Dingmans Falls Road (NPS Route 218) and

Soil disturbing activities include clearing and grubbing, riprap installation, roadway grading, and replacement of the and other miscellaneous bridge work.

of the existing bridge superstructure and substructure, roadway reconstruction, new guardrail and terminal installation, recreation. The Dingmans Falls Road (NPS Route 218) and Dingmans Falls Access Bridge #1 work includes the replacement

Park Service. The site is within a forested landscape. The past and present uses of the area are for conservation and

Dingman Falls Access Bridge #1 is within Delaware Water Gap National Recreation Area that is managed by the National

Project Description

Northeast Regional Office to schedule a final inspection.

activities and permanent stabilization of all disturbed areas, notify the CO to contact the PADEP control once all areas have been permanently stabilized. Upon completion of all earth disturbance use of equipment or in a manner in which causes minimal impact to stabilized areas, remove perimeter the Application Rates for Seeding at Dingmans Falls Road (NPS Route 218) seeding table. Without

Re-apply permanent turf establishment to disturbed areas where vegetation has not been established. See control. Regrade and stabilize areas where sediment control was installed and immediately stabilize.

achieved (80% continuous grass coverage with no bare soil areas greater than 6") remove the sediment

Apply permanent turf establishment to any remaining disturbed areas. Once uniform vegetative cover is

After completion of roadway construction, do the following as directed by the CO:

Phase III Final Construction / Stabilization areas.

Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging establishment to stockpiles remaining in place longer than 4 days.

Provide fiber roll around all stockpiled excavated roadway material. Immediately apply temporary turf greater than 1 workday.

and phased such that no area larger than that which can be stabilized immediately is disturbed for a period topsoil, and turf establishment immediately after final grading is achieved. Regrading should be worked

Perform minor regrading work at the streambank going upslope and install rolled erosion control product, Apply permanent turf establishment to the finished slopes according to Section 625.

remove the stream diversion best management practice.

Remove the existing right abutment, install abutment 2, and install the riprap. Once complete, Right streambank:

remove the stream diversion best management practice.

Remove the existing left abutment, install abutment 1, and install the retaining wall. Once complete, Left streambank:

bridge abutments, retaining wall, and riprap.

in disturbed areas that will remain exposed for longer than 4 days. Establish construction access to install the

Apply intermediate controls during rough grading operations. Immediately apply temporary turf establishment

Phase II Intermediate Controls of the diversion berm.

streambank. Install the diversion berm best management practice with minimal disturbance within the limits the diversion berm and restore the disturbed area at the left streambank before moving on to the right measures outside the construction limits. Do not construct two diversion berms at the same time. Remove does not leave the project site. Perimeter controls include fiber roll and a sediment trap and other specified

Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment

Phase I Establish Perimeter Controls

Sequence of Construction vegetated buffer areas and do not discharge directly into surface waters.

to operate on or access the down-slope side of the perimeter control measures. Direct storm water to construction vehicles to track sediment outside the project limits. Do not allow any construction equipment according to the procedure described in this plan, over undisturbed vegetated areas. Do not allow

No construction access will be permitted through a wetland or waterway. Pump water from any work area

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NARRATIVE

EROSION AND SEDIMENT CONTROL

PROJECT

M01

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

Sediment trap - Inspect the sediment trap at a minimum weekly and after each runoff event.

Repair as needed after rainfall events or as directed by the CO.

Temporary Diversion - while in use, inspect and maintain the temporary diversion method used daily.

Stabilized construction exit - maintain in a condition which will prevent tracking or flow of mud onto public roads.

they are securely in the ground.

Replacement of matting may be necessary if damaged by equipment. Check staples and stakes to make sure

Rolled erosion control product - inspection includes checking for damage and erosion beneath the matting.

Dispose of the sediment legally off-site.

Fiber roll - remove sediment deposits from behind the fiber roll when they reach half the height of the device.

rated capacity.

and for capacity. Immediately cease pumping and replace damaged filter bags, or bags that have reached their

Filter bags - check the filter bags daily during dewatering operations for punctures, tears, or other damage, are required.

perform as expected, replacement best management practices, or modifications of those installed renetting must be performed immediately. If the erosion and sediment best management practices fail to remedial maintenance work, including clean out, repair, replacement, regrading, reseeding, remulching, and during wet weather. Repair or replace any damaged measures by the end of the day. All preventative and erosion control measures once every 7 days and within 24 hours after a rain of 0.25 inches or more, and daily to Section 157, the details shown in the plans, and the individual permitting requirements. Check and maintain

Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices according

Maintenance and Inspection Procedures

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NARRATIVE

EROSION AND SEDIMENT CONTROL

PROJECT

M02

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

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

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

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

Complete each phase of the sequence of construction before starting the next one.

All earth disturbance activities shall proceed in accordance with the sequence of construction.

revised erosion and sedimentation pollution control plan to the PADEP Northeast Regional Office for Review and Approval.

Coordinate any and all proposed changes to the approved erosion and sedimentation control plan with the CO. Submit a for Construction of Roads and Bridges on Federal Highway Projects, FP-14, and the Special Contract Requirements.

The 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.