Sheet_No._C-105_Site_Paving_Plan.pdf

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SG-2

SG-3

S

IT

E P

A V

IN

G P

L A

N

E F

D

C-105

A

B C D

E F G H I

G O

V E

R N

O R A

N D A .V .R

U P

G R

A D

E

S W

IT

C H

G E

A R R

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O C

A T

IO

N

S M

IT

H R

IV

E R

V

IR

G

IN

IA

P H

IL

P O

T T R

E S

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IR

P

R O J E

C T

IDENTIFICATION

SHEET

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T D

E S

IG

N E

D B

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R E

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W E

D B

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C H

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D E

S

IG

N G

E N E

N G

R S

E C

T

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D R

A W

IN

G C

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C H

K B

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D A

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SCALE: 1" = 10’

V A S

O U

T H Z

O N

E N

A D

S

METER

ELEC

SG-1

FLOW

SMITH RIVER

TO EXISTING PER DETAIL

TRANSITION AC PAVEMENT

LEGEND

EXISTING SUBGRADE

ENGINEER PRIOR TO CONSTRUCTION.

2. PAVEMENT SECTIONS ARE TO BE VERIFIED W/ PROJECT

1. ALL THICKNESSES SHOWN ARE MINIMUM COMPACTED.

NOTES:

AFTER MILLING

EXISTING ASPHALT PAVEMENT

N.T.S.

2 3

N.T.S. N.T.S.

LIMIT

PAVEMENT 1:1

TACK COAT

METER

ELEC

SURFACE COURSE (2")

ASPHALT CONCRETE

SURFACE COURSE (2")

ASPHALT CONCRETE

TACK COAT

PAVEMENT PER DETAIL

& INSTALL NEW AC

MILL 2" EXIST. AC

EXISTING SUBGRADE

AFTER MILLING

EXISTING ASPHALT PAVEMENT

SURFACE COURSE (2")

ASPHALT CONCRETE

TACK COAT

2" 1"

PLACEMENT OF NEW A.C. PAVEMENT.

2. APPLY TACK COAT TO MILLED AREA PRIOR TO

1. MILL 2" EXIST. A.C. PAVEMENT.

NOTES:

C-105

C-105

C-105C-105 C-105

METER

ELEC

S

S

EXIST. CONC. SIDEWALK

SWITCH

ELEC

R

C P

LP GAS TANK

POWERHOUSE

E X

IS

T C

H A

IN

L

IN

K F

E N

C E

ASPHALT OVERLAY PAVING DETAIL

PAVEMENT TRANSITION DETAIL PAVEMENT EDGE DETAIL

SHOULDER MATERIAL

ABC AGGREGATE10’

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