Plans_MD_ERFO_ASIS_2013-1(3).pdf

PDF 18 MB Posted May 21, 2015

Attached to: Assateague Island National Seashore 2013-1(3)
Solicitation number: DTFH71-15-B-00026
Issued by: Department of Transportation Federal Highway Administration

About this file

From the source

Plans MD ERFO ASIS 2013-1(3)

View the file

Other files

File	Type	Posted
ROBO_MD_ERFO_ASIS_2013-1(3).pdf	PDF	Jun 30, 2015
ROBO_MD_ERFO_ASIS_2013-1(3).pdf	PDF	Jun 23, 2015
Amendment_0001-_MD_ERFO_ASIS_2013-1(3).pdf	PDF	Jun 12, 2015
ADV_Bidder's_Qualifications_Form.doc	DOC document	May 21, 2015
Report_4_Geotech.pdf	PDF	May 21, 2015
FP03_Eng_.pdf	PDF	May 21, 2015
Report_2_NEPA_NPS_FONSI.pdf	PDF	May 21, 2015
IFB_Solicitation_MD_ERFO_ASIS_2013-1(3).pdf	PDF	May 21, 2015
Report_3_NEPA_FHWA_FONSI.pdf	PDF	May 21, 2015
Report_1_NEPA_NPS_EA.pdf	PDF	May 21, 2015
FP03_Errata.pdf	PDF	May 21, 2015
Synopsis_MD_ERO_ASIS_2013-1(3).pdf	PDF	May 7, 2015

Show all 12

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PLANS FOR PROPOSED

DESCRIPTION OF PROJECT

IMPROVEMENT:

v h b p r o j \V a B e a c h .1

E F

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

A -A

1( tt l.

d g n

A M

-D e c -2

Project Manager

John Wilson

Lead Designer

SPECIFICATION:

U.S. DEPARTMENT OF THE INTERIOR

DESCRIPTION

INDEX TO SHEETS

NATIONAL PARK SERVICE SHEET

PROJECT MD ERFO ASIS 2013-1(3)

PLANS PREPARED FOR

EASTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

U.S. Department of Transportation

Administration

Federal Highway

Vanasse Hangen Brustlin, Inc.

NATIONAL SEASHORE

ASSATEAGUE ISLAND

KEY MAP

STATE OF MARYLAND

SALISBURY

BALTIMORE

CUMBERLAND

FREDERICK

0 4040

SCALE IN MILES

Tyson Rosser

REG STATE PROJECT

SHEET

NO.

SE MD

NPS

NO.

120980

PMIS NO.

201455

TOTAL

SHEETS

36A01 MD ERFO ASIS2013-1(3)

PMIS # 201455, 201451, 194834 & 195874

NPS Disaster Number: MD 2013-1-NPS

WORCESTER COUNTY, MARYLAND

MDE Number: 14-SF-0010

1 TNR 12/16/13Revision Per MDE Comments 8/7/13

AND SOUTH OCEAN BEACH PARKING AREA

RECONSTRUCTION OF BAYSIDE PICNIC AREA PARKING

TNR2 Revision Per MDE Comments 3/26/14 5/30/14

MD ERFO ASIS 2013-1(3)

V I R

G I N I A

M A

R Y

L A

N D

MD ERFO ASIS 2013-1(3)

PROJECT AREA:

Cycle #

(miles)

REVISIONS

DESCRIPTION BY DATENO

A Bayside Picnic Parking Area N/A 43,219 5

5B N/A 38,360South Ocean Beach Parking Area

Schedule Description Station to Station Area

S01-S07

P02

P01

N03

N02

N01

M16

M15A

M15

M14

M13

M12

M11

M10

M04A

M04

M03

M02

M01

E02

E01

D02

D01

C02

C01

B01

A04

A03

A02

A01

STANDARDS AND DETAILS

PARKING LAYOUT - SOUTH OCEAN BEACH PARKING AREA

PARKING LAYOUT - BAYSIDE PICNIC PARKING AREA

TRAFFIC CONTROL PLAN - SOUTH OCEAN BEACH PARKING AREA

PARKING AREA

TRAFFIC CONTROL PLAN - PHASE I - SOUTH OCEAN BEACH

TRAFFIC CONTROL PLAN - BAYSIDE PICNIC PARKING AREA

EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

- SOUTH OCEAN BEACH PARKING AREA

IMPERVIOUS/PERVIOUS AREA EXHIBIT

- SOUTH OCEAN BEACH PARKING AREA

STORMWATER MANAGEMENT PLAN AND DRAINAGE AREA MAP

DEMOLITION PHASE II - SOUTH OCEAN BEACH PARKING AREA

DEMOLITION PHASE I - SOUTH OCEAN BEACH PARKING AREA

BEACH PARKING AREA

EROSION AND SEDIMENT CONTROL PHASE II- SOUTH OCEAN

BEACH PARKING AREA

EROSION AND SEDIMENT CONTROL PHASE I- SOUTH OCEAN

EXISTING CONDITIONS - SOUTH OCEAN BEACH PARKING AREA

- BAYSIDE PICNIC PARKING AREA

IMPERVIOUS/PERVIOUS AREA EXHIBIT

MAP - BAYSIDE PICNIC PARKING AREA

STORMWATER MANAGEMENT PLAN AND DRAINAGE AREA

DEMOLITION - BAYSIDE PICNIC PARKING AREA

PARKING AREA

EROSION AND SEDIMENT CONTROL PLAN - BAYSIDE PICNIC

EXISTING CONDITIONS - BAYSIDE PICNIC PARKING AREA

GEOMETRIC LAYOUT - SOUTH OCEAN BEACH PARKING AREA

GEOMETRIC LAYOUT - BAYSIDE PICNIC PARKING AREA

PLAN - SOUTH OCEAN BEACH PARKING AREA

PLAN - BAYSIDE PICNIC PARKING AREA

PERMANENT SIGN SCHEDULE

TABULATION OF QUANTITIES

TYPICAL SECTION - PROPOSED

PROJECT CONTROL POINTS

LOCATION MAP

SYMBOLS AND ABBREVIATIONS

TITLE SHEET

TNR3 11/7/14Revision Per MDE Comments 9/25/14 & 10/23/14FP-03 US Customary Units Roads and Bridges on Federal Highway Projects", "Standard Specifications for Construction of

Professional Certification:

S T A

OF MARYLA

N D

P R

O F

E S S

IONAL E

E E

EGISTERE

STRONAC

. 286

12/5/2014

28697 John M. Stronach

12/05/14

28697, Expiration Date: 04/08/2015 engineer under the laws of the State of Maryland, License No.

approved by me, and that I am a duly licensed professional

I hereby certify that these documents were prepared or

4 12/5/14TNRRevision Per MDE Comments 11/18/14

Parking Lots: Asphalt Surface reconstructed to Clam Shell Surface.

including asphalt removal and construction of a clay base with clam shell surface.

Reconstruction of Bayside Picnic Parking Area and South Ocean Beach Parking Area, Existing South Ocean Beach Parking Area (Route 924): 37,645 sqft

South Ocean Beach Parking Area (Route 921): 39,025 sqft

Bayside Picnic Parking Area (Route 905): 43,219 sqft

ERLING, VIRGINIA

LOCATION MAP

Not to Scale

A03

Visitor Center Assateague Island

Bayside Picnic Parking Area

South Ocean Beach Parking Area

B a y b e rry D riv e

t. 1

Verrazano Bridge (Rt. 611)

Entrance Gate v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

A -A

1( lo c .d g n

-A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

a r ti a ll y S il te d

F L .8 x .8

R C

F L .1

TBAR

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

TBAR

R E C

Y C L E B

Kio skInt erp ret ive

TBAR

R e n ta l

B o a t

TBAR

NOT

ENTER

PARKINGRESERVED

C M

YIE

Sta tion

Dump

NOT

ENTERSTOP

SPEED

LIM

SPEED

LIM

100'50'0

Scale in Feet

E01

PARKING AREA

BAYSIDE PICNIC

GEOMETRIC LAYOUT

E 1,838,938 N 202,972

E 1,838,775 N 202,901

E 1,838,718 N 203,032

E 1,838,877 N 203,116

E 1,839,111 N 202,656

E 1,839,118 N 202,677

LIMITS, (TYP.)

MATCH EXISTING

v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

D E -A

1( g e o .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

CMP 112.18'

SILTED

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

E sig n

2 A he adBli nd

Tra ilof

Dun esLife

TBAR

Pro hib itedPet s & Bi kes

TBAR

10X

12" CM

DUNES

TRAIL

LIF

THE

YIE

ONE

WAY

ONE

WAY

YIE

XIN

BIK

XIN

BIK

XIN

BIK

PARKING

ANY

TIME

BEACH

SOUTH

OCEAN

PARKING

ANY

TIME

(P E R

R E

VIE

PARKING AREA

SOUTH OCEAN BEACH

100'50'0

Scale in Feet

E02

136'-0"

GEOMETRIC LAYOUT

E 1,841,456.74 N 196,326.56

E 1,841,446.76 N 196,319.87

E 1,841,452.54 N 196,310.11

E 1,841,442.16 N 196,343.56

E 1,841,460.36 N 196,340.67

E 1,841,450.63 N 196,336.87

E 1,841,421.10 N 196,261.07

E 1,841,414.74 N 196,324.96

E 1,841,411.92 N 196,313.93

E 1,841,438.84 N 196,256.53

E 1,841,407.07 N 196,283.16

E 1,841,402.48 N 196,277.04

E 1,841,399.79 N 196,266.52

10' R

25' R

E 1,841,289.34 N 196,294.77

E 1,841,310.66 N 196,289.32

E 1,841,312.49 N 196,296.47

E 1,841,366.95 N 196,348.44

E 1,841,358.29 N 196,345.57

70' R

E 1,841,352.70 N 196,082.44

E 1,841,374.02 N 196,076.99

E 1,841,242.26 N 196,110.69

E 1,841,263.57 N 196,105.24

E 1,841,396.07 N 196,163.22

E 1,841,397.56 N 196,169.03

E 1,841,465.17 N 196,151.74

E 1,841,461.27 N 196,146.54

46' R

E 1,841,758.84 N 196,026.04

E 1,841,683.46 N 196,046.90

E 1,841,622.81 N 196,016.03

E 1,841,756.91 N 196,020.36

E 1,841,522.50 N 196,054.99

E 1,841,518.49 N 196,049.99

E 1,841,683.06 N 196,053.43

E 1,841,622.30 N 196,022.51 v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

D E -A

1( g e o .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

a r ti a ll y S il te d

F L .8 x .8

R C

F L .1

TBAR

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

TBAR

R E C

Y C L E B

Kio skInt erp ret ive

TBAR

R e n ta l

B o a t

TBAR

NOT

ENTER

PARKINGRESERVED

C M

YIE

Sta tion

Dump

NOT

ENTERSTOP

SPEED

LIM

SPEED

LIM

v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

M -A

1( e x is t.

d g n

-A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

-0.25

0.50

0.75

1.00

1.25

1.50

1.75

2.00

2.25

2.50

2.75

3.00

3.2

3.25

3.2

3.253.25

3.25

3.2

3.50

3.5

3.50

3.75

3.75 3.75

3.75

3.7

3.75

4.00

4.0

4.00

4.0

4.2

4.25

4.50

4.75

5.00

5.2

5.25

05.50

100'50'0

Scale in Feet

M01

Existing Edge of Pavement

Existing Concrete Curb

Existing Comfort Station

Wetlands

Existing

Wetlands

Existing

PARKING AREA

BAYSIDE PICNIC

Bin

Existing Recycle

Kiosk

Existing Interpretive

Drainage Ditch

Existing Storm

Drainage Ditch

Existing Storm

Asphalt Limits (9,817 sqft destroyed)

Pre Hurricane Sandy

EXISTING CONDITIONS

a r ti a ll y S il te d

F L .8 x .8

R C

F L .1

TBAR

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

TBAR

R E C

Y C L E B

Kio skInt erp ret ive

TBAR

R e n ta l

B o a t

TBAR

NOT

ENTER

PARKINGRESERVED

C M

YIE

Sta tion

Dump

NOT

ENTERSTOP

SPEED

LIM

SPEED

LIM

v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

M -A

1( e s f o o t c o n to u r s .d g n

-N o v -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

4.00

5.00

100'50'0

Scale in Feet

M02

Staging Area

Constructed over an Earth/Grassy Area

Stabilized Construction Entrance Must be

SCE

Proposed Edge of Pavement

Existing Edge of Pavement

Existing Wetland

PARKING AREA

BAYSIDE PICNIC

Limit of Disturbance (LOD)

SEQUENCE OF CONSTRUCTION:

GENERAL NOTE:

ESC LEGEND

Silt Fence

Stabilized Construction Entrance

Limit of Disturbance

Limits (9,817 sqft destroyed)

Pre Hurricane Sandy Asphalt

CONTROL PLAN

EROSION AND SEDIMENT

12").

SCE berm (embedded at least

Shall be Terminated in the

Both Ends of the Silt Fence shall be strictly Enforced.

Erosion and Sediment Control controls.

9.Stabilization of areas disturbed by removal of sediment controls.

8. Obtain MDE approval before removing erosion/sediment

7. Final grading.

6. Construct parking lot and road.

5. Clearing, grubbing, and rough grading.

perimeter erosion/sediment controls.

4. Install the SCE first over earth/grassy area, then install the erosion/sediment controls.

3. Clearing and grubbing only for installation of perimeter activities.

installing sediment controls, or other land disturbing

(LOD). LOD must be field marked prior to clearing trees,

2. Provide survey and layout of the Limits of Disturbance disturbance activity to schedule a pre-construction meeting.

minimum of seven (7) days in advance of any earth

1. Notify MDE's Compliance Program at 410-537-3510 a a r ti a ll y S il te d

F L .8 x .8

R C

F L .1

TBAR

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

TBAR

R E C

Y C L E B

Kio skInt erp ret ive

TBAR

R e n ta l

B o a t

TBAR

NOT

ENTER

PARKINGRESERVED

C M

YIE

Sta tion

Dump

NOT

ENTERSTOP

SPEED

LIM

SPEED

LIM

v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

M -A

1( d e m o .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

-0.25

0.50

0.75

1.00

1.25

1.50

1.75

2.00

2.25

2.50

2.75

3.00

3.2

3.25

3.2

3.253.25

3.25

3.2

3.50

3.5

3.50

3.75

3.75 3.75

3.75

3.7

3.75

4.00

4.0

4.00

4.0

4.2

4.25

4.50

4.75

5.00

5.2

5.25

05.50

100'50'0

Scale in Feet

Parking" Signs (4)

Remove Existing "No

Not Enter" Sign

Remove Existing "Do

Parking" Signs (2)

"Reserved

Remove Existing

M03

Existing Edge of Pavement

Existing Edge of Pavement to Remain

Existing Comfort Station

PARKING AREA

BAYSIDE PICNIC

Limit of Disturbance (LOD)

Remain

To Bin

Existing Recycle

To Remain

Kiosk

Interpretive

Existing

LEGEND

Obliteration of Existing Asphalt

Limit of Disturbance

NOTES:

50,985 sqft

Remove Existing Pavement, DEMOLITION

Concrete Curb, 140 lnft

Remove Existing

Concrete Curb, 295 lnft

Remove Existing

15" RCP, 45 lnft

Remove Existing

SignParking"

Existing "No

Remove

Parking" Signs (4)

Existing "No Remove accordance with applicable state and local regulations.

2. Transport and dispose of all removed items and materials in directed by the CO.

otherwise indicated, shall be delivered to a location as

1. Existing items and materials to be removed, unless

Concrete Curb, 125 lnft

Remove Existing a r ti a ll y S il te d

F L .8 x .8

R C

F L .1

TBAR

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

TBAR

R E C

Y C L E B

Kio skInt erp ret ive

TBAR

R e n ta l

B o a t

TBAR

NOT

ENTER

PARKINGRESERVED

C M

YIE

Sta tion

Dump

NOT

ENTERSTOP

SPEED

LIM

SPEED

LIM

-0.25

0.50

0.75

1.00

1.25

1.50

1.75

2.00

2.25

2.50

2.75

3.00

3.2

3.25

3.2

3.253.25

3.25

3.2

3.50

3.5

3.50

3.75

3.75 3.75

3.75

3.7

3.75

4.00

4.0

4.00

4.0

4.2

4.25

4.50

4.75

5.00

5.2

5.25

05.50

.0 v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

M -A

1( s w d a .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

4.00

4.25

4.50

4.75

5.00

5.25

100'50'0

Scale in Feet

M04

UzB

Be UpB

UpB

UzB

PARKING AREA

BAYSIDE PICNIC

Fl ow P at h

Drainage Area Line

Soil Group Boundary Line

Feature for ESD Treatment Area

Stormwater Management Permanent

Existing Area Designated as a

Drainage Area to Meet ESD = 26,532 sqft

(64,033 sqft)

Limit of Disturbance (LOD)

Limits (9,817 sqft destroyed)

Pre Hurricane Sandy Asphalt

ESD Treatment Area

LEGEND

Beaches

Purnell peat, very frequently flooded, tidal

Urban Land

Udorthents, loamy, 0 to 5 percent slopes

Water

Soil Group Boundary Line

Drainage Area Line

SOIL LEGEND

DRAINAGE AREA MAP

MANAGEMENT PLAN AND

STORMWATER

a r ti a ll y S il te d

F L .8 x .8

R C

F L .1

TBAR

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

TBAR

R E C

Y C L E B

Kio skInt erp ret ive

TBAR

R e n ta l

B o a t

TBAR

NOT

ENTER

PARKINGRESERVED

C M

YIE

Sta tion

Dump

NOT

ENTERSTOP

SPEED

LIM

SPEED

LIM

-0.25

0.50

0.75

1.00

1.25

1.50

1.75

2.00

2.25

2.50

2.75

3.00

3.2

3.25

3.2

3.253.25

3.25

3.2

3.50

3.5

3.50

3.75

3.75 3.75

3.75

3.7

3.75

4.00

4.0

4.00

4.0

4.2

4.25

4.50

4.75

5.00

5.2

5.25

05.50

.0 v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

D -A

1( s w p ln .d g n

-A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

4.00

4.25

4.50

4.75

5.00

5.25

100'50'0

Scale in Feet

M04A

PARKING AREA

BAYSIDE PICNIC

Limits (9,817 sqft destroyed)

Pre Hurricane Sandy Asphalt

(64,033 sqft)

Limit of Disturbance (LOD)

Existing Impervious Area (Asphalt)

Existing Pervious Area

(Clay and Clam Shell Surface)

Reconstructed Impervious Area

(Clay and Clam Shell Surface)

New Impervious Area

New Impervious (Asphalt)

Removed Impervious Area

LEGEND

Summary Table:

LOD

Existing Impervious

Proposed Impervious

Decrease in Impervious

Area (acres)

1.47

1.41

1.28

0.13

Percentage (%)

95.9%

87.1%

8.8%

AREA EXHIBIT

IMPERVIOUS/PERVIOUS

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

E sig n

2 A he adBli nd

Tra ilof

Dun esLife

TBAR

Pro hib itedPet s & Bi kes

TBAR

12" CM

DUNES

TRAIL

LIF

THE

YIE

ONE

WAY

ONE

WAY

YIE

XIN

BIK

XIN

BIK

XIN

BIK

PARKING

ANY

TIME

BEACH

SOUTH

OCEAN

PARKING

ANY

TIME

(P E R

R E

VIE

v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

M -A

1( e x is t.

d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

PARKING AREA

SOUTH OCEAN BEACH 100'50'0

Scale in Feet

M10 of Pavement

Existing Edge of Pavement

Existing Edge of Trail

Existing Edge of Pavement

Existing Edge

Wetland

Existing

Wetland

Existing

Wetland

Existing

Wetland

Existing

EXISTING CONDITIONS

2.5

2.75

3.0

3.25

3.50

3.5

3.75

3.7

3.75

4.00 4 .0

4.00

4.0

4.25

4.50

4.5

4.50

4.7

4.75

5.00

5.0

5.00

0 5 .0

5.00

5.25

5.50

5.75

6.00

6.25

6.7

6.75

5 7.25

CMP 112.18'

SILTED

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

E sig n

2 A he adBli nd

Tra ilof

Dun esLife

TBAR

Pro hib itedPet s & Bi kes

TBAR

12" CM

DUNES

TRAIL

LIF

THE

YIE

ONE

WAY

ONE

WAY

YIE

XIN

BIK

XIN

BIK

XIN

BIK

PARKING

ANY

TIME

BEACH

SOUTH

OCEAN

PARKING

ANY

TIME

(P E R

R E

VIE

W v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

M -A

1( e s f o o t c o n to u r s .d g n

M -D e c -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

4.50

5.00 4.7

4.50 4.2

4.00

4.75

4.50

4.25

4.00

3.75

3.50

4.50 4.25

4.00

2.5

2.75

3.0

3.25

3.50

3.5

3.75

3.7

3.75

4.00 4 .0

4.00

4.0

4.25

4.50

4.5

4.50

4.7

4.75

5.00

5.0

5.00

0 5 .0

5.00

5.25

5.50

5.75

6.00

6.25

6.7

6.75

5 7.25

PARKING AREA

SOUTH OCEAN BEACH 100'50'0

Scale in Feet

M11

SCE

Existing Edge of Pavement

SFLaydown Area

Proposed Edge of Parking Area

Wetland

Existing

Wetland

Existing

Wetland

Existing

Wetland

Existing

Limit of Disturbance (LOD) area.

feasible to be located outside the setback/buffer other locational requirements would not be existing location, replacement in-kind, and/or water dependent development and/or due to

3. This redevelopment is unavoidable as an existing and/or their tributary streams.

Water line of tidal waters and tidal wetlands area (the first 100 feet landward from Mean High

2. There will be no land disturbance within the buffer wetlands.

resources (i.e. avoid/minimize loss) of the existing boardwalk provides for maximum protection of

1. Parking lot configuration and alignment of the project site not under active grading.

seven (7) days as to all other disturbed or graded areas on slopes steeper than 3 horizontal to 1 vertical (3:1); and perimeter dikes, swales, ditches, perimeter slopes, and all within three (3) calendar days as to the surface of all permanent or temporary stabilization shall be completed

1. Following initial soil disturbance or redisturbance, SCE

ESC LEGEND

Silt Fence

Stabilized Construction Entrance

Limit of Disturbance

SEQUENCE OF CONSTRUCTION:

GENERAL NOTE:

CONTROL PHASE I

EROSION AND SEDIMENT

shall be strictly Enforced.

Erosion and Sediment Control

Constructed over an Earth/Grassy Area

Stabilized Construction Entrance Must be

SFOP

12")

SCE berm (embedded at least

Shall be Terminated in the

Both Ends of the Silt Fence

sediment controls.

9.Stabilization of areas disturbed by removal of erosion/sediment controls.

8. Obtain MDE approval before removing

7. Final grading.

6. Construct Parking lot and road.

5. Clearing, grubbing, and rough grading.

install the perimeter erosion/sediment controls.

4. Install the SCE first over earth/grassy area, then perimeter erosion/sediment controls.

3. Clearing and grubbing only for installation of or other land disturbing activities.

prior to clearing trees, installing sediment controls, Disturbance (LOD). LOD must be field marked

2. Provide survey and layout of the Limits of schedule a pre-construction meeting.

advance of any earth disturbance activity to

410-537-3510 a minimum of seven (7) days in

1. Notify MDE's Compliance Program at

Professional Certification:

28697, Expiration Date: 04/08/20105 engineer under the laws of the State of Maryland, License No.

approved by me, and that I am a duly licensed professional

I hereby certify that these documents were prepared or

S T

T E O F M A R

Y L

O F

E S

IO N A L E

N G

N E

E R

R E

IS T E R

E D

J O

N M . S T R

O N

A C

N O . 2 8 6

12/04/14

SFOP

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

E sig n

2 A he adBli nd

Tra ilof

Dun esLife

TBAR

Pro hib itedPet s & Bi kes

TBAR

12" CM

DUNES

TRAIL

LIF

THE

YIE

ONE

WAY

ONE

WAY

YIE

XIN

BIK

XIN

BIK

XIN

BIK

PARKING

ANY

TIME

BEACH

SOUTH

OCEAN

PARKING

ANY

TIME

(P E R

R E

VIE

W v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

M -A

1( e s f o o t c o n to u r s .d g n

-N o v -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

4 4

5 5

5.00

4.00

PARKING AREA

SOUTH OCEAN BEACH 100'50'0

Scale in Feet

M12

Staging Area

Constructed over an Earth/Grassy Area

Stabilized Construction Entrance Must be

Existing Edge of Pavement

Existing CMP

SCE

Wetland

Existing

Wetland

Existing

Wetland

Existing

Wetland

Existing

SCE

Limit of Disturbance (LOD)

STABILIZATION NOTE:

area.

feasible to be located outside the setback/buffer other locational requirements would not be existing location, replacement in-kind, and/or water dependent development and/or due to

3. This redevelopment is unavoidable as an existing and/or their tributary streams.

Water line of tidal waters and tidal wetlands area (the first 100 feet landward from Mean High

2. There will be no land disturbance within the buffer wetlands.

resources (i.e. avoid/minimize loss) of the existing boardwalk provides for maximum protection of

1. Parking lot configuration and alignment of the project site not under active grading.

1. Following initial soil disturbance or redisturbance, Limit of Disturbance

TAB

ESC LEGEND

Temporary Asphalt Berm (TAB)

Silt Fence

Stabilized Construction Entrance

Limit of Disturbance

SEQUENCE OF CONSTRUCTION:

GENERAL NOTE:

CONTROL PHASE II

EROSION AND SEDIMENT

shall be strictly Enforced.

Erosion and Sediment Control sediment controls.

9.Stabilization of areas disturbed by removal of erosion/sediment controls.

8. Obtain MDE approval before removing

7. Final grading.

6. Construct Parking lot and road.

5. Clearing, grubbing, and rough grading.

install the perimeter erosion/sediment controls.

4. Install the SCE first over earth/grassy area, then perimeter erosion/sediment controls.

3. Clearing and grubbing only for installation of other land disturbing activities.

to clearing trees, installing sediment controls, or

Disturbance (LOD). LOD must be field marked prior

2. Provide survey and layout of the Limits of pre-construction meeting.

earth disturbance activity to schedule a a minimum of seven (7) days in advance of any

1. Notify MDE's Compliance Program at 410-537-3510

2.75

3.0

3.25

3.50

3.5

3.75

3.7

3.75

4.00 4 .0

4.00

4.0

4.25

4.50

4.7

4.75

5.00

5.0

5.00

0 5 .0

5.00

5.25

5.50

5.75

6.00

6.25

6.7

6.75

7.00

7.0

5 7.25

7.50

7.5

7.50

7.7

7.75

9.00

CMP 112.18'

SILTED

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

E sig n

2 A he adBli nd

Tra ilof

Dun esLife

TBAR

Pro hib itedPet s & Bi kes

TBAR

12" CM

DUNES

TRAIL

LIF

THE

YIE

ONE

WAY

ONE

WAY

YIE

XIN

BIK

XIN

BIK

XIN

BIK

PARKING

ANY

TIME

BEACH

SOUTH

OCEAN

PARKING

ANY

TIME

(P E R

R E

VIE

W v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

M -A

1( d e m o .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

PARKING AREA

SOUTH OCEAN BEACH 100'50'0

Scale in Feet

M13 to Remain

Existing Pipe to Remain

Existing Signs

Obliteration of Existing Asphalt

Limit of Disturbance

LEGEND

Posts and Appurtenances

Remove Existing Gate, Parking" Signs (4)

Remove Existing "No

NOTES:

Curb Stops (13)

Existing Concrete

Remove and Dispose

Limit of Disturbance (LOD)

"Yield" Sign

Relocate Existing

Parking" Signs (7)

Remove Existing "No

Sawcut

Way" Sign to Remain

Existing Island and "One

PHASE I

DEMOLITION

Signs (4)

Parking"

"No

Existing

Remove applicable state and local regulations.

items and materials in accordance with

2. Transport and dispose of all removed directed by the CO.

shall be delivered to a location as removed, unless otherwise indicated,

1. Existing items and materials to be

Wooden Split Rail Fence, 800 lnft

Remove and Dispose Existing

Concrete Curb, 70 lnft

Remove Existing

Concrete Curb, 150 lnft

Remove Existing

Concrete Curb, 150 lnft

Remove Existing

2.75

3.0

3.25

3.50

3.5

3.75

3.7

3.75

4.00 4 .0

4.00

4.0

4.25

4.50

4.7

4.75

5.00

5.0

5.00

0 5 .0

5.00

5.25

5.50

5.75

6.00

6.25

6.7

6.75

7.00

7.0

5 7.25

7.50

7.5

7.50

7.7

7.75

9.00

CMP 112.18'

SILTED

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

E sig n

2 A he adBli nd

Tra ilof

Dun esLife

TBAR

Pro hib itedPet s & Bi kes

TBAR

12" CM

DUNES

TRAIL

LIF

THE

YIE

ONE

WAY

ONE

WAY

YIE

XIN

BIK

XIN

BIK

XIN

BIK

PARKING

ANY

TIME

BEACH

SOUTH

OCEAN

PARKING

ANY

TIME

(P E R

R E

VIE

W v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

M -A

1( d e m o .d g n

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

PARKING AREA

SOUTH OCEAN BEACH 100'50'0

Scale in Feet

Bike Crossing Signs

Remove Existing

Ocean Beach" Sign

Remove Existing "South

Sawcut

M14

Limits of Disturbance (LOD)

LEGEND

Obliteration of Existing Asphalt

Limit of Disturbance

Sawcut

"Yield" Sign

Remove Existing

Bike Path to Remain

Existing Asphalt for

Limit of Disturbance

Remove Existing Signs (9)

NOTES:

PHASE II

DEMOLITION

Concrete Curb, 75 lnft

Remove Existing

Existing Wood Fencing, 45 lnft

Remove and Dispose

Wood Fencing, 60 lnft

Remove Existing

Concrete Curb, 60 lnft

Remove Existing

Concrete Curb, 145 lnft

Remove Existing

Concrete Curb, 130 lnft

Remove Existing

Concrete Curb, 70 lnft

Remove Existing

Existing Wood Fencing, 50 lnft

Remove and Dispose state and local regulations.

materials in accordance with applicable

2. Transport and dispose of all removed to a location as directed by the CO.

otherwise indicated, shall be delivered

1. Existing items to be removed, unless

Remove Existing CMP, 100 lnft v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

M -A

1( s w d a .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

PARKING AREA

SOUTH OCEAN BEACH 100'50'0

Scale in Feet

M15

BkA

BkB

AcB

AsA

UpB

BkBAsA

BkA AsA

UpB

AsA

UpB

B k

AsA

75' Flow Path

(typ.)

Runoff Area of Non-Rooftop

Disconnection

SWM #2

Line (Typ.)

Soil Group Boundary

Drainage Area Line (Typ.)

SOILS LEGEND

Acquango-Beaches complex, 0 to 10 percent slopes

Askecksy loamy sand, 0 to 2 percent slopes

Brockatonorton sand, 0 to 2 percent slopes

Brockatonorton sand, 2 to 5 percent slopes

Urban Land

Soil Group Boundary Line

Drainage Area Line

LEGEND

ESD Treatment Area

AREA MAP

PLAN AND DRAINAGE

STORMWATER MANAGEMENT

Drainage Area to Meet ESD = 12,642 sqft

(63,851 sqft)

Limit of Disturbance (LOD) (50,833 sqft)

Limit of Disturbance (LOD)

4.50

5.00 4.7

4.50 4.2

4.00

4.75

4.50

4.25

4.00

3.75

3.50

4.50 4.25

4.00

2.5

2.75

3.0

3.25

3.50

3.5

3.75

3.7

3.75

4.00 4 .0

4.00

4.0

4.25

4.50

4.5

4.50

4.7

4.75

5.00

5.0

5.00

0 5 .0

5.00

5.25

5.50

5.75

6.00

6.25

6.7

6.75

7.0

5 7.25

7.50

7.5

7.50

7.7

7.75

9.00

CMP 112.18'

SILTED

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

E sig n

2 A he adBli nd

Tra ilof

Dun esLife

TBAR

Pro hib itedPet s & Bi kes

TBAR

12" CM

DUNES

TRAIL

LIF

THE

YIE

ONE

WAY

ONE

WAY

YIE

XIN

BIK

XIN

BIK

XIN

BIK

PARKING

ANY

TIME

BEACH

SOUTH

OCEAN

PARKING

ANY

TIME

(P E R

R E

VIE

W v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

D -A

1( s w p ln .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3)

PARKING AREA

SOUTH OCEAN BEACH 100'50'0

Scale in Feet

M15A

Decrease in Impervious

3.50

LEGEND

Existing Impervious Area (Asphalt)

Existing Pervious Area

(Clay and Clam Shell Surface)

Reconstructed Impervious Area

(Clay and Clam Shell Surface)

New Impervious Area

New Impervious (Concrete)

Removed Impervious Area

Summary Table:

LOD

Existing Impervious

Proposed Impervious

Decrease in Impervious

Area (acres) Percentage (%)

2.72

1.42

0.99

0.43

52.2%

36.4%

15.8%

AREA EXHIBIT

IMPERVIOUS/PERVIOUS

(50,470 sqft)

Limit of Disturbance (LOD)

(68,013 sqft)

Limit of Disturbance (LOD)

2.5

2.75

3.0

3.25

3.50

3.5

3.75

3.7

3.75

4.00 4 .0

4.00

4.0

4.25

4.50

4.5

4.50

4.7

4.75

5.00

5.0

5.00

0 5 .0

5.00

5.25

5.50

5.75

6.00

6.25

6.7

6.75

7.00

7.0

5 7.25

7.50

7.7

9.00

CMP 112.18'

SILTED

PARKING

ANY

TIM

PARKING

ANY

TIM

PARKING

ANY

TIM

E sig n

2 A he adBli nd

Tra ilof

Dun esLife

TBAR

Pro hib itedPet s & Bi kes

TBAR

12" CM

DUNES

TRAIL

LIF

THE

YIE

ONE

WAY

ONE

WAY

YIE

XIN

BIK

XIN

BIK

XIN

BIK

PARKING

ANY

TIME

BEACH

SOUTH

OCEAN

PARKING

ANY

TIME

(P E R

R E

VIE

W v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

D -A

1( e s n o te s .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455 SE MD

ASSATEAGUE ISLAND NATIONAL SEASHORE

120980

MD ERFO ASIS2013-1(3) M16

F - 17 - 3

PROFILE

50' MINIMUM

EXISTING GROUND

EXISTING PAVEMENT

10' MINIMUM

WIDTH

10' MIN.

EXISTING

PAVEMENT

10' MIN.

EARTH FILL

PIPE AS NECESSARY

1 5:1

STANDARD SYMBOL

PAGE MARYLAND DEPARTMENT OF ENVIRONMENT

WATER MANAGEMENT ADMINISTRATION

U.S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

MOUNTABLE

BERM (6" MIN.)

** GEOTEXTILE CLASS 'C'

OR BETTER MINIMUM 6" OF 2"-3" AGGREGATE

OVER LENGTH AND WIDTH OF

STRUCTURE

* 50' MINIMUM

LENGTH

Construction Specification

1. Length - minimum of 50' (*30' for single residence lot).

2. Width - 10' minimum, should be flared at the existing road to provide a turning radius.

3. Geotextile fabric (filter cloth) shall be placed over the existing ground prior to placing stone. **The plan approval authority may not require single family residences to use geotextile.

equivalent shall be placed at least 6" deep over the length and width of the entrance.

entrances shall be piped through the entrance, maintaining positive drainage. Pipe installed through the stabilized construction entrance shall be protected with a mountable berm with 5:1 slopes and a minimum of 6" of stone over the pipe. Pipe has to be sized according to the drainage. When the SCE is located at a high spot and has no drainage to convey a pipe will not be necessary. Pipe should be sized according to the amount of runoff to be conveyed. A 6" minimum will be required.

6. Location - A stabilized construction entrance shall be located at every point where construction traffic enters or leaves a construction site. Vehicles leaving the site must travel over the entire length of the stabilized construction entrance.

PLAN VIEW

5. Surface Water - all surface water flowing to or diverted toward construction

DETAIL 24 - STABILIZED CONSTRUCTION ENTRANCE

4. Stone - crushed aggregate (2" to 3") or reclaimed or recycled concrete

SCE

AND DETAILS

CONTROL NOTES

EROSION AND SEDIMENT

E - 15 - 3

STANDARD SYMBOL

10' MAXIMUM CENTER TO

CENTER

FLOW FLOW

FENCE POST SECTION

MINIMUM 20" ABOVE

GROUND

UNDISTURBED

GROUND

36" MINIMUM FENCE

POST LENGTH

FILTER

CLOTH

FLOW

POSTS

STAPLE

TOP VIEW

STAPLE

SECTION A

SECTION B

DETAIL 22 - SILT FENCE

PAGE MARYLAND DEPARTMENT OF ENVIRONMENT

WATER MANAGEMENT ADMINISTRATION

U.S. DEPARTMENT OF AGRICULTURE

SOIL CONSERVATION SERVICE

Construction Specifications

16" MINIMUM HEIGHT OF

GEOTEXTILE CLASS F

8" MINIMUM DEPTH IN

GROUND

FENCE POST DRIVEN A

MINIMUM OF 16" INTO

THE GROUND

36" MINIMUM LENGTH FENCE POST,

DRIVEN A MINIMUM OF 16" INTO

GROUND

EMBED GEOTEXTILE CLASS F

A MINIMUM OF 8" VERTICALLY

INTO THE GROUND

CROSS SECTION

JOINING TWO ADJACENT SILT

FENCE SECTIONS

PERSPECTIVE VIEW

1. Fence posts shall be a minimum of 36" long driven 16" minimum into the ground. Wood posts shall be 11/2" x 11/2" square (minimum) cut, or 13/4" diameter

(minimum) round and shall be of sound quality hardwood. Steel posts will be standard T or U section weighting not less than 1.00 pond per linear foot.

2. Geotextile shall be fastened securely to each fence post with wire ties or staples at top and mid-section and shall meet the following requirements for Geotextile Class F:

Tensile Strength 50 lbs/in (min.) Test: MSMT 509

Tensile Modulus 20 lbs/in (min.) Test: MSMT 509

Flow Rate 0.3 gal ft / minute (max.) Test: MSMT 322

Filtering Efficiency 75% (min.) Test: MSMT 322

3. Where ends of geotextile fabric come together, they shall be overlapped, folded and stapled to prevent sediment bypass.

4. Silt Fence shall be inspected after each rainfall event and maintained when bulges occur or when sediment accumulation reached 50% of the fabric height.

E401-01

U.S. CUSTOMARY DETAIL

NO SCALE

DETAIL

K VALUE TABLE (ft/in)

(MPH)

POSTED SPEED

30 35 40 45 50 55 60 65

30 32.5 35 37.5 40 42.5 45 47.5

DETAIL APPROVED FOR USE

(Full Depth of existing asphalt pavement)

Saw cut

APPROVED : FEBRUARY 2013

2 inches x 42.5 ft/in = 85 feet.

Then the minimum transition length = Effective overlay thickness = 2" If the posted speed is 55 MPH Example :

(Minimum transition length=30 feet) obtain the transition length.

Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever applies), to

K value from the Table for the posted speed of the roadway.

(difference between the existing and overlaid elevations) by the obtained by multiplying the effective overlay thickness in inches Provide a transition length in feet that is not less than the value

NOTES:

S01

TRANSITIONS

PAVEMENT

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill) d

Existing asphalt pavement

Existing base course d1

NEW PAVEMENT

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(Final course)

Asphalt overlay

(depth 1)

Asphalt overlay

K Transition length variable (See table)

(Depth equals overlay thickness)

Saw cut

Existing elevation e2

Overlaid elevation e1

(for table e - e = effective overlay thickness)

(for table d -d = effective overlay thickness)

OVERLAY

v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

D S td

D e t\ s t4

1_ d e ta il .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455

SE MD MD ERFO 2013-1(3)

v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

D S td

D e t\ s t6

1_ d e ta il .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

DETAIL APPROVED FOR USE DETAIL

NOTES:

E633-01

D (min.)

CHART A

(Inch)

Post Size

6 x 6 (Wood)

4 x 6 (Wood)

4 x 4 (Wood)

Single Post Double Post

Triple Post

Quadruple Post

(sq. ft.)

Maximum Sign Area

NO SCALE

DOUBLE POST

TRIPLE POST

CHART B

Post Size

4'' x 4''

4'' x 6''

6'' x 6''

6'' x 8''

Hole Diameter

None Required

1.5''

3''

2''

WITH BATTEN

FASTENER DETAIL

WITHOUT BATTEN

NO SHOULDER

ROADSIDE SIGN RURAL DISTRICT

pavement

Edge of o t le s s t h a n f t than less

Not

2'-0" t le s s t h a n f t

6 ft

Not less than

6 ft

Not less than pavement

Edge of t le s s t h a n f t

SPEED PLAQUE RURAL DISTRICT

WARNING SIGN WITH ADVISORY

WITH SHOULDER

ROADSIDE SIGN RURAL DISTRICT

Shoulder

6 ft

Not less than t le s s t h a n f t

1 (typ.)

1'' x 3'' Wood batten Sign panel

* See note 6

QUADRUPLE POST

W 5

W 5 3W

H m a x m a x

Sign panel

Wood post (fixed)

Traffic and CHART A

BREAKAWAY SUPPORT DETAIL

to exceed 30-inches.

Use wood battens bolted to post at vertical spacings not latest edition.

''Standard Highway Signs'' as specified in the MUTCD, For sign punching details, see the blank standards in the

W 4

W 4 W 4

W 6

W of non-breakaway signs.

or shield with approved barrier. Do not place holes in posts apart. Place non-breakaway signs outside the clearzone required and posts cannot be spaced a minimum of 7 feet are considered to be non-breakaway if multiple posts are

For signs requiring posts sizes 6'' x 6'' and greater, signs

APPROVED : MAY 2011

as approved by the CO.

aluminum or galvanized steel or equal

M10 bolt, hexnut and washer, 2024-T4

RESIDENTIAL DISTRICT

ROADSIDE SIGN BUSINESS OR

by the CO. D(min.) is given in CHART A.

Luminaires, and Traffic Signals', latest edition or as directed

'Specifications for Structural Supports for Highway Signs, latest edition, Section 2A.21 and the AASHTO manual

Traffic Control Devices for Streets and Highways' (MUTCD), Depth, D, is to be in accordance with the 'Manual on Uniform

Holes (See Chart B) than 10 square feet.

Use double posts if W is over 3 feet or the sign is larger

See note 6

S05

(MUTCD), latest edition.

on Uniform Traffic Control Devices for Streets and Highways'

Locations and height to be in accordance with the 'Manual

STRUCTURES

SIGN

v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

D S td

D e t\ s t6

1_ d e ta il .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455

120980

SE MD MD ERFO 2013-1(3)

SPEED

LIMIT

STOP

M PH

v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

D S td

D e t\ s t6

1_ d e ta il .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT SHEET NO.

DETAIL APPROVED FOR USE DETAIL

E635-01

NO SCALE

NOTES:

All lumber dimensions are nominal.

PORTABLE SIGNS

FIXED ROADWAY SIGNS

RURAL AREA

URBAN AREA BREAKAWAY SUPPORT DETAIL

Post Size

4'' x 4''

4'' x 6''

6'' x 6''

6'' x 8''

1.5''

3''

2''

None Required

Diameter

Hole

10 20

1 Post 2 Post 3 Post 4 Post

Maximum Sign Area (Sq. ft.)

165125

FIXED SIGNS 4'' X 6'' AND GREATER POSTS)(

Sign panel

Traffic

Wood post (fixed)

Holes (See table)

M in

Note:

Roadway

M in

Roadway

2'-0''

M in

2'-0''

Roadway

Sidewalk

6' to 12'

6'-0''

APPROVED : MAY 2011

utility poles may be used for sign mounting.

When approved by the CO and the Utility Company, non-breakaway sign.

or be shielded by barrier. Do not place holes in posts of spacing, the sign should be placed outside the clearzone

Detail. If breakaway design cannot be used due to post

For posts 6'' x 6'' and greater, see the Breakaway Support a minimum of 7 feet apart.

required and the posts cannot be spaced non-breakaway if multiple posts are greater, signs are considered to be

For signs requiring 6'' x 6'' posts and surface.

mount the sign a minimum of 7 feet above the pavement

When parking is permitted within 200 feet of the sign, of NCHRP-350 for crashworthiness.

all portable sign supports meet the requirements lower than fixed signs when approved by the CO. Ensure face in a vertical plane. Portable signs may be mounted portable signs, however, sign mounts shall hold the sign

The Contractor may submit alternate details for than 10 square feet on double posts.

Mount signs that are wider than 3-feet or larger

(See notes 3 and 4)

S06

CONTROL SIGN MOUNTING

CONSTRUCTION TRAFFIC

ROAD

AHEAD

WORK

DETOUR

AHEAD

M PH.. .

ROAD

CLOSED

DETOUR 35

M PH.. .

CLOSED

RIGHT LANE

AHEAD

v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

D S td

D e t\ s t6

1_ d e ta il .d g n

M -A u g -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455

SIGNS IN FEET

STANDARD APPROVED FOR USE 6/2005

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

REVISED:

ET 635-1

DETAIL

U.S. CUSTOMARY DETAIL

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S07

S C v h b p r o j\

V a

B e a c h .1

F L

E R

F O

S I S c a d A p r jd w g A

S I S p r o j_ d e v C

A D

D S td

D e t\ s t6

E F L

T E

M P .d g n

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

J u ly xx

ROAD WORK

NEXT MILES

ROAD

WORK

xx FT

ROAD

WORK

xx FT xx

ROAD WORK

NEXT MILES

ROAD

WORK

xx FT

ROAD

WORK

xx FT

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

NOTES:

NO SCALE

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

ARNI

AREA

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

ARNI

AREA

ROAD WORK

END

WORK

AHEAD

ROAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

ROAD NAME

See Note 10

W20-1

See Note 10

W20-1

G20-2

B as d et er m in ed b y th e

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

Expressway / Freeway retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

Maintain two-way traffic during all non-work hours except as approved by the CO.

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

v h b p r o j V a B e a c h

L E

R F

A S

c a d A -p r j d w g A S

p r o j d e v C

A D

D S td

D e t\ s t6

E F

L T

E M

P .d g n

:1 :3

M -A u g -2

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

201455

001-09A-ASIS20131(3)_ttl-MDE-Index

002-ASIS Construction MDE

003-ASIS Construction MDE

004-ASIS Construction MDE

005-09B-ASIS20131(3)_typ-US Customary Border

006-09C-ASIS20131(3)_qnt-US_Sur_ft2D

007-ASIS Construction MDE

008-ASIS Construction MDE

009-ASIS Construction MDE

010-ASIS Construction MDE

011-ASIS Construction MDE

012-ASIS Construction MDE

013-ASIS Construction MDE

014-ASIS Construction MDE

015-ASIS Construction MDE

016-ASIS Construction MDE

017-ASIS Construction MDE

018-ASIS Construction MDE

019-ASIS Construction MDE

020-ASIS Construction MDE

021-09M-ASIS20131(3)_demo-09M03-AIS20131(3)

022-ASIS Construction MDE

023-ASIS Construction MDE

024-ASIS Construction MDE

025-ASIS Construction MDE

026-ASIS Construction MDE

027-ASIS Construction MDE

028-ASIS Construction MDE

029-ASIS Construction MDE

030-ASIS Construction MDE

031-ASIS Construction MDE

032-ASIS Construction MDE

033-ASIS Construction MDE

034-st61901a_detail-US Customary Border

035-ASIS Construction MDE

036-ASIS Construction MDE

037-st63501_EFL_TEMP-USC

File details come from the government source that posted it. Updated Nov 14, 2017.