B08_Attachment_2_-_GETT_286031_VC_Drive_-_100p_Plan_Set_-_2020-08-14.pdf

GETTYSBURG

GETTYSBURG NATIONAL MILITARY PARK

LAKE HERITAGE

TANEYTOW

N ROAD

GETTYSBURG VISITOR CENTER

PARK BOUNDARY

P

P

VISITOR CENTER

Parking Lot-1

Bus, RV, & Trailer

Parking Lot

Charging Stations

Baltimore Pike

Route Exit

DETOUR

© 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS

GETTYSBURG

GETTYSBURG NATIONAL

MILITARY PARK

TANEYTOWN ROAD

W20-2

36"x36" M4-V1

30"x24"

M4-9L

(30"x24")

R3-1

24"x24"

M4-8a

24"x18"

M4-V1

30"x24"

M4-V1

30"x24"

M4-V1

30"x24"

M4-9L

(30"x24")

M4-9R

30"x24"

M4-9L

(30"x24")

M4-9R

(30"x24")

R3-2

24"x24"

G

E

T

T

Y

S

B

U

R

G

V

I S

I T

O

R

C

T

R

G

E

T

T

Y

S

B

U

R

G

V

I

S

I

T

R

G

E

T

T

Y

S

B

U

R

G

V

I

S

I

T

R

HU

NT

A

VE

NU

E

GRANITE

SCHOOLHOUSE LANE

R3-2

24"x24"

R3-2

24"x24"

G E T T Y

S B

U R

G

V I S I T O

R

C

T R

G E T T Y

S B

U R

G

V I S I T O

R

C

T R

C O

M M

E R

C I A

L

V E H

I C

L E S

M4-V1

30"x24"

M4-9L

(30"x24")

BLACKSMITH SHOP ROAD

O N

E

W

A Y

R6-1R

36"x12"

E

N

T

E

R

D

N

T

R5-1

30"x30"

E N

T E

R

T

R5-1

30"x30"

ENTER

DO NOT

R5-1

30"x30"

O

E

W

A

Y

O

E

A

Y

R6-1R

36"x12"

R6-1L

36"x12"

O N

E

W

A Y

O N

E

W

A Y

R6-1R

36"x12"

R6-1L

36"x12"

E

N

D

D

E

T

O

U

R G

E

T

T

Y

S

B

U

R

G

V

I

S

I

T

R

M4-9L

(30"x24")

T

A

N

E

Y

T

O

BA

LT

IM

ORE P

IKE

G

E

T

T

Y

S

B

U

R

G

V

I

S

I

T

R

M4-9R

(30"x24")

R11-2

(48"x30")

T Y P

E

I I I

B A

R R

I C

A D

E

W

I T H

R3-2

24"x24"

R O

A

D

C L O

S E D

T Y

P E

I I I

B A

R R

I C

A D

E

W

I T H

R11-2

(48"x30")

R O

A D

C L O

S E D

G E T T Y S B

U R

G

V

IS

IT

O

R C

T R

E X

I T

R1-6

(48"x24")

S

I D

E

W

A

L

K

C

L

O

S

E

D

R9-9

(24"x12")

TYPE III BARRICADE

D E T O

U R

M4-9bL

(30"x24")

D

E

T

O

U

R

M4-9bL

(30"x24")

D

E

T

O

U

R

M4-9bL

(30"x24")

D

E

T

O

U

R

D

E

T

O

U

R

DETOUR

M4-9bL

(30"x24")

M4-9bR

(30"x24")

M4-9bR

(30"x24")

S

I

D

E

W

A

L

K

C

L

O

S

E

D

R9-9

(24"x12")

TYPE III BARRICADE

DETOUR

M4-9bR

(30"x24")

D E T O

U R

M4-9bL

(30"x24")

R3-1

24"x24"

T Y P

E

I I I

B A

R R

I C

A

D

E

W

I T H

R11-2

(48"x30")

R O

A

D

C L O

S E D

EXIT

R1-6

(48"x24")

R11-2

(48"x30") T Y P

E

I I I

B

A R

R I C

A D

E

W

I T H

R O

A D

C L O

S E D

R3-1

24"x24"

E X

I T

R1-6

(48"x24")

M4-V1

30"x24"

R3-2

R3-1

R11-2

(48"x30")

T Y P

E

I I I

B

A R

R I C

A D

E

W

I T H

R O

A D

C L O

S E D

T Y P

E

I I I

B A

R R

I C

A

D

E

W

I T H

R11-2

(48"x30")

R O

A

D

C L O

S E D

R3-1

24"x24"

EXIT

R1-6

(48"x24")

E X

I T

R1-6

(48"x24")

S

I D

E

W

A

L

K

C

L

O

S

E

D

R9-9

(24"x12")

TYPE III BARRICADE

DETOUR

M4-9bR

(30"x24")

D

E

T

O

U

R

M4-9bR

(30"x24")

D

E

T

O

U

R

M4-9bR

(30"x24")

D

E

T

O

U

R

M4-9bL

(30"x24")

D

E

T

O

U

R

D

E

T

O

U

R

DETOUR

M4-9bR

(30"x24")

M4-9bR

(30"x24")

M4-9bR

(30"x24")

S

I D

E

W

A

L

K

C

L

O

S

E

D

R9-9

(24"x12")

TYPE III BARRICADE

DETOUR

M4-9bR

(30"x24")

M4-V1

30"x24"

R3-2

24"x24"

Match Line See Above

Match Line See Below

110+

111+00

121+00

DCP/Boring

ID

B-01

B-02

B-03

B-04

B-05

B-06

B-07

B-08

B-09

B-10

Asphalt

Thickness

(Inches)

A

5.75

6.75

5.0

4.5

5.0

5.0

5.5

11.5

4.75

5.25

Subbase

Thickness

(Inches)

B

0.0

0.0

15.5

12.0

0.0

12.0

6.5

12.0

9.0

15.75

* Measured from top of asphalt.

*DCP/Boring SPT

Start Depth

(Inches)

A+B

5.75

6.75

20.5

16.5

23.5

13.75

Bottom Depth of

DCP/Boring*

35.75 inches

36.75 inches

34.25 inches

40.1 inches

DCP refusal8.9 inches

40.6 inches

11 feet

10 feet

15.75 inches

5.75 feet

Boring no refusal

Boring no refusal

Boring refusal

Remarks

DCP no refusal

DCP refusal

DCP refusal

DCP refusal

DCP refusal

DCP refusal

STEEL FABRIC REINFORCEMENT

6"x12" W5.5xW5.5

PAVEMENT SURFACE

W

WW

JOINT

SEALER

BACKER

ROD

INITIAL SAW CUT

"x T/3 (NEW

JOINTS ONLY)

JOINT SEALER

BACKER ROD

1 8

1 4

D

T Y P

PREMOLDED

EXPANSION

MATERIAL

EXPANSION

JOINT

CONTRACTION

JOINT

CONTRACTION

JOINT

(METHOD A - SAW CUT) (METHOD B - FORMED JOINT)

CONCRETE JOINT SEALING DETAILS

RIGID PAVEMENT TYPICAL SECTION

LANE

WIDTH

TYPICAL DOWEL LAYOUT

30"

30"

(TYP)

TRANSVERSE

JOINT

COATED

DOWEL

BARS

(TYP)

12" ± 1"

(TYP)

12" ± 1"

12" ± 1"

LONGITUDINAL

JOINT

TIE

BARS

ADJACENT

LANE

EDGE OF PAVEMENT

LONGITUDINAL JOINTS

EXPANSION JOINT

EXPANSION JOINT

ISOLATION JOINT

TYPICAL JOINT LAYOUT

RIGID PAVEMENT - JOINT DETAILS

TRANSVERSE EXPANSION JOINT

TRANSVERSE CONTRACTION JOINT

LONGITUDINAL CONTRACTION JOINT

ISOLATION JOINT

EXPANSION JOINT

1" PLAIN DOWELS 18"

LONG AT 12" CENTERS

3"

(MAX.)

C L E A R

8"

4"

SLEEVE

GREASE FREE END

1"

(MIN.)

8"

JOINT FILLER

FIXED END

6"x12" W5.5xW5.5

WIRE MESH OR #6

BARS

1" PLAIN DOWELS 18"

LONG AT 12" CENTERS

8"

4"

GREASE FREE END

CONTRACTION JOINT

C L E A R

6"x12" W5.5xW5.5

WIRE MESH OR #6

BARS

9"

FREE

END

9"

FREE

END

CONTRACTION JOINT

CONTRACTION JOINT

C L E A R

C L E A R

6"x12" W5.5xW5.5

WIRE MESH OR #6

BARS

6"x12" W5.5xW5.5

WIRE MESH OR #6 BARS

8"

4"

#5 TIE BARS x 3'-0" AT 2'-6"

CENTERS (OR APPROVED TWO-PIECE

CONNECTORS)

CONSTRUCTION JOINT

" x 1

" KEYWAY

" x 1

" KEYWAY

W

1 2

W

1 2

W

30'-0"

(TYP)

CROWN SLOPE

LONGITUDINAL

8" 8"

W W

CROWN SLOPE

MIN. 1

" PLAIN DOWELS

18" LONG @ 12" C-C

MIN. 1

" PLAIN DOWELS

18" LONG @ 12" C-C

" DIA. HOOK BOLTS OR

#5 X 2'-6" DEFORMED

TIE BARS @ 30" C-C

STEEL FABRIC REINFORCEMENT

6"x12" W5.5xW5.5

EXISTING ASPHALT

PAVEMENT (TYP)

6'

3'

6'

6'

3'

3'

3'

6'

6' 12'

3'

3'

2'-0"

7'-0"

5'-9"

Mount solar panel clamp a maximum of 6" below the top of the with a bracket that offers horizontal and vertical positioning of panel.

20W minimum solar panel

(as required)

4" diameter, Schedule 80 spun aluminum pole

NEMA Type 3R wateright, outdoor cabinet

30"x24"x16" unless otherwise approved by the CO.

See Note 5

Cabinet ground busbar

Breakaway aluminum base

Ground surface

6" (min.)

3"

" dia. x 8' copper-clad ground rod or 14"x14" copper ground plate

See Note 3

Power supply conduit

(when no solar panel)

" PVC conduit

" dia. x 18" long anchor bolt (typ.)

See Note 6

6"x6" Welded wire mesh with minimum 1" overlap

3"

3"

Concrete foundation

To pull box

2" PVC conduit

3'-0"

12" or 18" (min.)

See Note 2

Terminate conduit 2" above the bottom of the breakaway base

Drill pole to provide wire access between the pole and cabinet

10"

10"

Pole clamp

Aluminum shelf, adjustable in 2-inch increments starting 6 inches from cabinet base to 6 inches from cabinet top that does not deform or restrict air flow or block access to other equipment

If required, place fan on right wall louver as directed by the CO

Side-opening door encompassing 80%

(approx.) of the cabinet face

Door handle capable of padlocking

On left wall, 6"x6" louvers with internally sealed air inlet filter. Do not interface with terminal strips. Ensure right wall lover is 4" from top of wall.

CABINET

Mounting bracket

Clamp

POLE CLAMP

(See Note 4)

POLE-MOUNTED CABINET

BREAKAWAY ALUMINUM BASE

Tamper proof head

Secure with set screws

Pole base door

See Note 5

15"

12.0" (min.)

14.5" (max.)

SECTION A-A

" (max.)

Section View

Plan View

Weld

Weld

GATE ELEVATION

Std. 2

" Galv. Iron Pipe

A A

Standard 4" Galv,. Pipe Cap

Concrete (Typ)

Weld

8'-0" 4

2'-0"

8'-0"

2'-0" Min.

Edge of Pavement

Clear Zone