12_NORTH_PATHWAY_STA_0 00.00_TO_5 30.00_REV_5.pdf

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Wetland Restoration Project - Halifax County, North Carolina
Solicitation number
AG-2B46-S-16-0006
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Text version

North Pathway 0+00.00-5+30.00

-175:1

Horizontal

GRADE BREAK STA = 0+49.66

ELEV = 49.32

G R

A D

E

B

R E

A K

S

T

E L E

V

START: NORTH PATHWAY CONSTRUCTION

CONTRACTOR TO GRADE ROAD TO ELE.: 48.75.

(SEE TYPICAL CROSS SECTION SHEET 49)

PROPOSED GRADE

EXISTING GRADE

2 @ 36" AASHTO M 294 TYPE S

50.0 L.F.

INV. IN. 43.29

INV. OUT. 43.24

2 @ 60" AASHTO M 294 TYPE S

54.0 L.F.

INV. IN. 41.36

INV. OUT. 41.31

CONTRACTOR SHALL FILL

60" PIPES WITH ONE (1) FT. OF

COMPACTED SUITABLE FILL MATERIAL

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0+00

1+00 2+00

3+00

4+00

5+00

S H

E E

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M A

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H L I N

E

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

DATE:

PROJ:

DWG:

VERIFY SCALE

SCALE AS SHOWN

W E

T L

A N

D

R

E S

E R

V E

P

R O

G R

A M

HORIZONTAL SCALE: 1" = 20'

20100 40 60

V E

R T

I C

A L

S

C A

L E

1.0

2.0

4.0

6.0

PLAN VIEW

(1" = 20' HORIZ.)

PROFILE VIEW

(1" = 20' HORIZ., 1" = 2.0' VERT.)

T I L

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CN-101

SHEET: of 59

Value

N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

S e r v i c e

U n i t e d

S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

PROPOSED NORTH PATHWAY

IMPROVEMENTS

APPROXIMATE WRE

EASEMENT BOUNDARY

PROPOSED NORTH STREAM

(SEE SHEETS 05 - 11)

PROPOSED LOD

(SEE SHEET 03) FOR

OVERALL LOD LOCATION

2 @ 36" AASHTO M 294 TYPE S

50.0 L.F.

INV. IN. 43.29

INV. OUT. 43.24

(SEE SHEET 08)

2 @ 60" AASHTO M 294 TYPE S

54.0 L.F.

INV. IN. 41.36

INV. OUT. 41.31

(SEE SHEET 08)

GENERAL NOTES

1. CONTRACTOR SHALL STOCK PILE EXCESS SPOIL MATERIAL IN

SPOIL PILE AREAS AS SHOWN ON PLAN SHEETS.

2. CONTRACTOR SHALL ADHERE TO ALL SEDIMENT AND EROSION

CONTROL PRACTICES AS SPECIFIED WITHIN THIS CONTRACT.

3. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS

BETWEEN PROPOSED AND EXISTING GRADE.

4. CONTRACTOR SHALL FILL OLD FIELD DITCHES AS SHOWN ON

PLAN SHEETS AND PROVIDE A SMOOTH TRANSITION TO

PROPOSED GRADE. CONTRACTOR SHALL ENSURE THAT THE

FILL SECTIONS OF THE OLD FIELD DITCHES ARE COMPACTED IN

ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS.

SHIELDS ROAD

CONTRACTOR SHALL INSTALL

CONSTRUCTION ENTRANCE

(SEE DETAIL SHEET 54)

REMOVE AND DISPOSE

OF EXISTING PIPE

AND HEADWALL

ISSUED FOR CONSTRUCTION 06/28/2016 REV 4

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