north carolina department of transportation highway ... 7 letting/09-06-2018... · 06.09.2018 ·...

(Version 2.06; Released June 2016)

40150.1.1 TIP No.: B-4958 County(ies): Guilford of 2

TIP Number: Date:

Phone: Phone:Email: Email:

County(ies):CAMA County?

Yes

Design/Future: Year: 2040 Existing: Year:

Aquatic T&E Species? No Comments:

No N/A

N/A

Wetlands within Project Limits?

Nutrient Sensitive Waters (NSW)

None

Supplemental Classification:

Light Urban; Residential

Reedy Fork Crk

0.2

0.08

Project Description

Proposed Project

Cape FearRiver Basin(s): City/Town:

0.3Typical Cross Section Description:

Surrounding Land Use:

General Project Narrative:(Description of Minimization of Water Quality Impacts)

No

[email protected]

Address:

7/25/2017

Guilford

Galen Cail

Raleigh, NC 27610

WBS Element:

Bridge ReplacementWBS Element:SameNCDOT Contact:

(919) 707-6711

Contractor / Designer:

North Carolina Department of Transportation

Highway Stormwater Program STORMWATER MANAGEMENT PLAN

FOR NCDOT PROJECTS

Project Type:

1020 Birch Ridge Rd. Address:

General Project Information

B-495840150.1.1

Impairments:Other Stream Classification:

Primary Classification:

Project Built-Upon Area (ac.)

Replacement of Bridge #106 over Reedy Fork Creek on SR 2128 (Bunch Road) - The existing structure is a 3 @ 30'-3" bridge (91' total) with Prestressed Concrete Channel Beams and Timber Piles and End Bents. The recommended replacement structure is a 1 @ 30'; 1 @ 70' -- 2 span Cored Slab Bridge (100' total). The quadrant of the project site. The bridge opening will be increased from 598 sq ft to 678 sq ft, reducing bridge opening velocities. The north stream bank will be armored with Class II rip rap to stabilize. Existing ditch in the SE quadrant is unstable and eroding. This ditch will be widened/improved to 3' and stabilized with Class I rip rap. Ditches in the remaining quadrants are presently vegetated and stable and these will be maintained with the project.

Jordan LakeBuffer Rules in Effect:

None

4400

12' travel lanes, 4' paved shoulders, Shoulder width 11' w/guardrail; Side slopes 2:1

Waterbody Information

2016

NCDWR Stream Index No.:

NRTR Stream ID:

Annual Avg Daily Traffic (veh/hr/day):

Existing SiteProject Length (lin. miles or feet):

ac.

Surface Water Body (1): Water Supply III (WS-III)NCDWR Surface Water Classification for Water Body

ac.10' travel lanes, 1' paved shoulders

6000

Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? N/A

Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)

(Version 2.06; Released June 2016)

40150.1.1 TIP No.: B-4958 County(ies): Guilford of 2

Sheet No.

Station & Coordinates (Road and Non Road

Projects)

Surface Water Body

Base Width

(ft)

Front Slope(H:1)

Back Slope(H:1)

Drainage Area(ac)

Recommended Treatm't Length

(ft)

Actual Length

(ft)

Longitudinal Slope

(%)Q2

(cfs)V2

(fps)Q10(cfs)

V10(fps)

Rock Checks Used

BMP Associated w/ Buffer Rules?

17+72 LT

19+05 LT

North Carolina Department of Transportation

Highway Stormwater ProgramSTORMWATER MANAGEMENT PLAN

FOR NCDOT PROJECTS

Additional Comments

No(1)Reedy Fork Crk(1)Reedy Fork Crk

Swales

Yes1.60.3 30

Exist 1.4 - 3.6>4% 3.9

0.70.0 4.0 2.0

0.0 Exist

131

260

4 0.6

1.4 - 3.82.6

WBS Element:

1.5

4 **SEE NOTE

1.80%

5.0

** Inlet provided at end of project in existing ditch. Existing ditch is over 4.0%. No additional impervious added to the ditch prior to inlet.

PO

WE

R

LIN

E

EA

SE

ME

NT

*****************************

R\R SPIKE IN BASE OF 20" PINE

BL STATION 6+02.00 90’ RIGHT

N 883003 E 1718744

BM1 ELEVATION = 789.21

*****************************

------ ------- ----------- ------------ ---------- ----------- ------

STATE STATE PROJECT REFERENCE NO.

F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

PROJECT LENGTH

LETTING DATE:

STATE PROJECT NO.

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

2012 STANDARD SPECIFICATIONS

1

VICINITY MAP(NOT TO SCALE)

NCDOT CONTACT:

5:0

5:4

3 P

M

R:\

Road

way\

Proj\

B-4958_rdy_tsh.d

gn

jor56882

DIVISION 7

OFF-SITE DETOUR

DE

PA

RT

M

EN

T OF TRANSPO

RT

ATI

ON

ST

AT

E

OF

NORTH CA

RO

LIN

A

SIGNATURE:

P.E.

SIGNATURE:

P.E.

CO

NT

RA

CT:

TIM JORDAN, PE PROJECT ENGINEER

HYDRAULICS ENGINEER

PROGRAM MANAGER

DIVISION BRIDGE

TIM POWERS, PE

HYDRAULICS ENGINEER

ROADWAY DESIGN ENGINEERPrepared in the Office of Hatch Mott MacDonald for PLANS PREPARED BY:

65% PLANS

1/4/2017

TOTAL LENGTH TIP PROJECT = 0.076 MILES

LENGTH STRUCTURE TIP PROJECT = 0.019 MILES

LENGTH ROADWAY TIP PROJECT = 0.057 MILES

DOCUMENT NOT CONSIDERED FINAL

UNLESS ALL SIGNATURES COMPLETED

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE

LOCAL

SUB REGIONAL TIER

LICENSE NO. F-0669

PO Box 700

Fuquay-Varina, NC 27526

(919) 552-2253

(919) 552-2254 (Fax)

www.mottmac.com/americas

B-4958

GUILFORD COUNTY

LOCATION: BRIDGE NO. 106 OVER REEDY FORK CREEK ON SR 2128 (BUNCH ROAD)

TIP P

ROJE

CT: B-4958

GALEN CAIL, PE

D

T

V

=

=

=

=

=

%

%

MPH

ADT

ADT

K

DESIGN DATA

2016 4400

2040 6000

12

80

3

45

%*

DUAL 2%* TTST =1%

40150.1.1 P.E.

Summerfield

Pop. 1,680

2134

2116

2236

2195

2193

2205

21132228

2221

2264

2112

2109

3834

3984

2127

2128

3999

4808

4817

4819

4834

4839

4843

2128

213321902124

3812 2283

38372135

3833

23932118

2119

2117

2120

2121

2126

2447

2446

2444

2462

2314

3990

482148224823

4824

2120

48634866

4867 4865

4845

4851

4877

4872

4873

4872

4899

4894

2127

2117

2133

2114

4861

5017

5020

5017

150

2128

2127

150

150

220

220

-L-

LIMITS

PROJECT

B-4958

-L- POC Sta. 15+00.00

BEGIN PROJECT B-4958

-L- POT Sta. 19+00.00

END PROJECT B-4958

-L- Sta. 15+92.00

BEGIN APPROACH SLAB

-L- Sta. 16+04.00

BEGIN BRIDGE

-L- Sta. 17+04.00

END BRIDGE

-L- Sta. 17+16.00

END APPROACH SLAB

(NORTHWEST SCHOOL RD)

TO SR 2131(BROOKBANK RD)

TO SR 2127

SR 2128

RE

ED

Y F

OR

K

CR

EE

K

-DR- PC Sta. 10+20.00

BEGIN CONSTRUCTION

NAD 83/ N

SRS 2007

gcail

Rectangle

gcail

Typewritten Text

Permit Drawing Sheet 1 Of 5

SHEET NO.

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

$$$$

US

ER

NA

ME$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$$$

SY

STIM

E$$$$$

$$

DA

TE$$

PROJECT REFERENCE

65% PLANSINCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION



DO NOT USE FOR R/W ACQUISITIONINCOMPLETE PLANS

Office of:

Prepared in the

0 10' 025' 25' 50'5'5'VERTICAL SCALE HORIZONTAL SCALE

LICENSE NO. F-0669MOTT MACDONALD I & E, LLC

PO Box 700



B-4958- GUILFORD 106

15+00

20+00

ALL FOUR BRIDGE CORNERSTYPE-III ANCHOR UNITS ONNOTE:

02

02

TL-2

TL-2

TL-2

02

02

AT-1

-L-

(STRUCTURE PAY ITEM)

EXCAVATION = 425 CY

BEGIN GRADE

BEGIN PROJECT

12 13 14 15 16 17 18 19 20 21 22

750

760

770

780

790

800

810

820

800

750

760

770

780

790

810

820

PI = 18+00.00

EL = 787.81'

(+)4.390

0%

VC = 200'

K = 49

BEGIN GRADE

END PROJECT

STA. 15+00.00

EL = 786.86'

STA. 19+00.00

EL = 792.20'

(+)0.3167%

1.5:1

1.5:1

(+)4.390

0%DESIGN DISCHARGE

DESIGN FREQUENCY

BASE DISCHARGE

CFS

YRS

YRS

BASE FREQUENCY

OVERTOPPING ELEVATION

OVERTOPPING FREQUENCY

OVERTOPPING DISCHARGE CFS

CFS

YRS

FT

FT

FT

DESIGN HW ELEVATION

BASE HW ELEVATION

BRIDGE HYDRAULIC DATA

DATE OF SURVEY

W.S. ELEVATION

AT DATE OF SURVEY FT

= 25

= 3400

= 785.4

= 6300

= 100

= 787.9

= 5500

= +50

= 786.8

= 776.3

= 12/9/15

NWS=776.3

L

GP ELEV. = 787.3

1 @ 30'; 1 @ 70'; SKEW 105

W/4' DEEP CAPS

TWO SPAN 24" PCCS

BRIDGE C STA. 16+54 -L-

BRIDGE EXISTINGREMOVE

(STRUCTURE PAY ITEM)(NORMAL TO CAP) (TYP.)SLOPE 1.5:1 (2 FT. THICK)CLASS II RIP RAP

(TYP.)3' KEY DEPTH

CLASS II RIP RAP@ 1.5:1 W/ARMOR BANK

(STRUCTURE PAY ITEM)ELEV 779.0' (TYP.)EXCAVATE TO

2GI

REMOVE

2GI

TB 2GI

TB 2GI

15" RC

P-IV

ELB

OW

S

15"

W/

SEE DETAIL A

EST 35 SY GEOTEXTILE

EST 20 TONS

TOE PROTECTION

GRADE TO DRAIN

CLASS II RIP RAP

SEE DETAIL CEMBANKMENT RIP RAP

SEE DETAIL BEST 20 SY GEOTEXTILE

EST 10 TONSSLOPE=0.3%3' BASE DITCH

RETAIN

15" RCP-IV

18" CAAP

FS

EXCAVATIONSEE DETAIL B

EST 20 SY GEOTEXTILEEST 10 TONSSLOPE=0.3%3' BASE DITCH

( Not to Scale)

RIP RAP AT EMBANKMENT

STA. 16+62 -L- RTSTA. 16+80 -L- LT

DETAIL C

Grade

Ditch2

GEOTEXTILE

Geotextile= 25 SYType of Liner= 25 TONS,CL II Rip-Rap

5'min.

1.0'min.

2:12:1

D

( Not to Scale)

STANDARD BASE DITCH

B

d

FROM STA. 16+65 TO STA. 16+90 -L- RTFROM STA. 16+83 TO STA. 17+05 -L- LT

DETAIL B

B=3 Ft.

Max. d=2 Ft.

Min. D=2 Ft.

Ground

Natural

Ground

Natural

*When B is < 6.0'

Type of Liner= CLASS I Rip-Rap

Geotextile

FROM STA. 15+20 TO STA. 15+95 -L- LT

Fill Slope

2:1 or Flatter

b=2 Ft.d=1 Ft.

Type of Liner= CLASS B Rip-Rap

b

DETAIL A

Ground

Natural

( Not to Scale)TOE PROTECTION

d

Geotextile


EST 85 TONS

w/ CLASS II RIP RAP

ARMOR BANK @ 1.5:1

CLASS II RIP RAP

H H

10'

GR

AVE

L

12'

GR

AVE

L

RE

ED

Y F

OR

K CRE

EK

DUKE POWER CO

MTL

1SFD

S

10'

GR

AVE

L

9'

GR

AVE

L

9' G

RA

VE

L

60.0

0'

60.0

0'

EXISTING R/W

EXISTING R/W

68.00'

68.00'

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT

COAX, TWCAT&T CORP., COPPER

AT&T CORP., COPPER

MELVIN S KRIEGSMAN

DB 2724 PG 525

DB 7083 PG 1754

METODIST CHURCH, INC.

CANAAN UNITED

WOODS

BM1

CAROLYN T. RUMLEY

JOHN W. RUMLEY AND

DB 4502 PG 0533

ProgressEnergy

Duke

12" RCP

EIP

ProgressEnergy

Duke

(NORTHWEST SCHOOL RD)TO SR 2131

EIP

TO

R/W

0.93'

WOODS

WOODS

WOODS

COAX, TWC

AT&T CORP., COPPER

BOX

USGS

STA

GAUGING

USGS

WOODS

18" RCP

AT&T CORP., COPPER

WOODS

15" RCP

GATE

WOODS

JO ANN L. DELAUNE

FRANCIS W. DELAUNE JR AND WIFE

DB 2957 PG 630

DB 3458 PG 191

MALINDA LOU McCUISTONDB 7075 PG 345

DB 7674 PG 798

JOHNNY L. McGEE

AND SPOUSE

BRUCE M. THEDE

WIFE DOROTHY F. MARTIN

WILLIAM PRESTON MARTIN AND

DB 2568 PG 489

BOXCABLE

15" RCP

(BROOKBANK RD)TO SR 2127

EXISTING R/W

EXISTING R/W

R/W

TO

EIP

3.00'

EIP

WOODS

EIPPOSTS

GATE

SR 2128 BUNCH RD 20'BST

10

(-)0.4857% (+)1.9526%

-DR-

END GRADE

K = 21

PI = 10+55.00

EL = 787.07'

BEGIN GRADESTA. 10+20.00EL = 787.24'

STA. 10+95.68EL = 787.87

VC = 50'

4

NAD 83/ N

SRS 2007

15+00

20+00


02

02

TL-2

TL-2

TL-2

02

02

AT-1 2GI

REMOVE

2GI

TB 2GI

TB 2GI

15" RC

P-IV

V10= 0.3 ft/sQ10=0.6cfsV2= 0.3 ft/sQ2=0.5cfsDA=0.13ac

RIP RAP PAD DATA

ELB

OW

S

15"

W/

OUTLET DITCH DATA

s=0.003d10=0.8 ftV10=1.4 ft/sQ10=5.5cfs(DAp=0.3;DAg=2.4)DA=2.7ac

STABLE/VEGETATEDEXISTING DITCH




SEE DETAIL A


EST 20 TONS

TOE PROTECTION

TOE PROTECTION DATA

s=0.02d10=0.9 ftV10=3.0 ft/sQ10=15cfs(DAp=0.1;DAg=9.0)DA=9.1ac

OUTLET DITCH DATA


GRADE TO DRAIN

CLASS II RIP RAP




RETAIN

15" RCP-IV

18" CAAP

FS



( Not to Scale)


STA. 16+62 -L- RTSTA. 16+80 -L- LT

DETAIL C

Grade

Ditch2

GEOTEXTILE


5'min.

1.0'min.

2:12:1

D

( Not to Scale)

STANDARD BASE DITCH

B

d


DETAIL B

B=3 Ft.

Max. d=2 Ft.

Min. D=2 Ft.

Ground

Natural

Ground

Natural

*When B is < 6.0'


Geotextile


Fill Slope

2:1 or Flatter

b=2 Ft.d=1 Ft.


b

DETAIL A

Ground

Natural


d

Geotextile


EST 85 TONS

w/ CLASS II RIP RAP

ARMOR BANK @ 1.5:1

CLASS II RIP RAP

STA. 17+72 LT

D10= 0.4ftV10= 1.6ft/sQ10=0.7cfs(cp=0.9;cg=0.3)D2= 0.4ftV2= 1.5 ft/sQ2=0.6cfsL PRO.=131 ftL REQ.=30 ftSLOPE=0.018(DAp=0.07;DAg=0.23)DA=0.3ac

GRASS SWALE DATA

STA. 19+05 LT

D10= 1.3 - 0.8ftV10= 1.4 - 3.8ft/sQ10=5.0cfs(cp=0.9;cg=0.3)D2= 1.2 - 0.7ftV2= 1.4 - 3.6ft/sQ2=3.9cfsL PRO.=Existing Ditch >4.0%L REQ.=260SLOPE=0.003 - 0.04(DAp=0.25;DAg=2.35)DA=2.6ac

GRASS SWALE DATA

TS TSIMPACTS IN SURFACE WATER

DENOTES TEMPORARY

S SSURFACE WATER

DENOTES IMPACTS IN

CLEARINGDENOTES MECHANIZED*

**

*

**

*

**

*

*

SHEET __ OF __PERMIT DRAWING

CF

F

F

F

FC

C

C

F

CC

gcail

Typewritten Text

gcail

Typewritten Text

gcail

Typewritten Text

gcail

Typewritten Text

gcail

Typewritten Text

5

gcail

Typewritten Text

2

SHEET NO.


ENGINEER ENGINEER

$$$$

US

ER

NA

ME$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$$$

SY

STIM

E$$$$$

$$

DA

TE$$

PROJECT REFERENCE





Office of:

Prepared in the



PO Box 700




15+00

20+00


02

02

TL-2

TL-2

TL-2

02

02

AT-1

-L-


EXCAVATION = 425 CY

BEGIN GRADE

BEGIN PROJECT

12 13 14 15 16 17 18 19 20 21 22

750

760

770

780

790

800

810

820

800

750

760

770

780

790

810

820

PI = 18+00.00

EL = 787.81'

(+)4.390

0%

VC = 200'

K = 49

BEGIN GRADE

END PROJECT

STA. 15+00.00

EL = 786.86'

STA. 19+00.00

EL = 792.20'

(+)0.3167%

1.5:1

1.5:1

(+)4.390

0%DESIGN DISCHARGE

DESIGN FREQUENCY

BASE DISCHARGE

CFS

YRS

YRS

BASE FREQUENCY




CFS

YRS

FT

FT

FT

DESIGN HW ELEVATION

BASE HW ELEVATION


DATE OF SURVEY

W.S. ELEVATION


= 25

= 3400

= 785.4

= 6300

= 100

= 787.9

= 5500

= +50

= 786.8

= 776.3

= 12/9/15

NWS=776.3

L

GP ELEV. = 787.3

1 @ 30'; 1 @ 70'; SKEW 105

W/4' DEEP CAPS

TWO SPAN 24" PCCS




(TYP.)3' KEY DEPTH



2GI

REMOVE

2GI

TB 2GI

TB 2GI

15" RC

P-IV

ELB

OW

S

15"

W/

SEE DETAIL A


EST 20 TONS

TOE PROTECTION

GRADE TO DRAIN

CLASS II RIP RAP




RETAIN

15" RCP-IV

18" CAAP

FS



( Not to Scale)


STA. 16+62 -L- RTSTA. 16+80 -L- LT

DETAIL C

Grade

Ditch2

GEOTEXTILE


5'min.

1.0'min.

2:12:1

D

( Not to Scale)

STANDARD BASE DITCH

B

d


DETAIL B

B=3 Ft.

Max. d=2 Ft.

Min. D=2 Ft.

Ground

Natural

Ground

Natural

*When B is < 6.0'


Geotextile


Fill Slope

2:1 or Flatter

b=2 Ft.d=1 Ft.


b

DETAIL A

Ground

Natural


d

Geotextile


EST 85 TONS

w/ CLASS II RIP RAP

ARMOR BANK @ 1.5:1

CLASS II RIP RAP

H H

10'

GR

AVE

L

12'

GR

AVE

L

RE

ED

Y F

OR

K CRE

EK

DUKE POWER CO

MTL

1SFD

S

10'

GR

AVE

L

9'

GR

AVE

L

9' G

RA

VE

L

60.0

0'

60.0

0'

EXISTING R/W

EXISTING R/W

68.00'

68.00'

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT


AT&T CORP., COPPER

MELVIN S KRIEGSMAN

DB 2724 PG 525

DB 7083 PG 1754


CANAAN UNITED

WOODS

BM1

CAROLYN T. RUMLEY

JOHN W. RUMLEY AND

DB 4502 PG 0533

ProgressEnergy

Duke

12" RCP

EIP

ProgressEnergy

Duke


EIP

TO

R/W

0.93'

WOODS

WOODS

WOODS

COAX, TWC

AT&T CORP., COPPER

BOX

USGS

STA

GAUGING

USGS

WOODS

18" RCP

AT&T CORP., COPPER

WOODS

15" RCP

GATE

WOODS

JO ANN L. DELAUNE


DB 2957 PG 630

DB 3458 PG 191


DB 7674 PG 798

JOHNNY L. McGEE

AND SPOUSE

BRUCE M. THEDE



DB 2568 PG 489

BOXCABLE

15" RCP


EXISTING R/W

EXISTING R/W

R/W

TO

EIP

3.00'

EIP

WOODS

EIPPOSTS

GATE


10

(-)0.4857% (+)1.9526%

-DR-

END GRADE

K = 21

PI = 10+55.00

EL = 787.07'


STA. 10+95.68EL = 787.87

VC = 50'

4

NAD 83/ N

SRS 2007

775

775

775

775

775

775

775

775

775

775

775

775

775

775

775

780

780

780

780 780

780

780

780

780780

780

780

780

780

780

780780

780

780

780

780

780

780

780

780

780

785

785

785

785

785

785

785785

785

785

785785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

810

810

810

810

810

810

810

810

810

810

810

810

810

810

810

810

810

815

815

815

815

815

815

815

815

815

815

815

815

815

815

820

820

820

820

820

820

820

820

820

820

825

825

825

825

825

825

825

830

830

830

830

830

830

835

835

835

840

840

840

845

845

850

15+00

20+00


02

02

TL-2

TL-2

TL-2

02

02

AT-1 2GI

REMOVE

2GI

TB 2GI

TB 2GI

15" RC

P-IV


RIP RAP PAD DATA

ELB

OW

S

15"

W/

OUTLET DITCH DATA






SEE DETAIL A


EST 20 TONS

TOE PROTECTION

TOE PROTECTION DATA


OUTLET DITCH DATA


GRADE TO DRAIN

CLASS II RIP RAP




RETAIN

15" RCP-IV

18" CAAP

FS



( Not to Scale)


STA. 16+62 -L- RTSTA. 16+80 -L- LT

DETAIL C

Grade

Ditch2

GEOTEXTILE


5'min.

1.0'min.

2:12:1

D

( Not to Scale)

STANDARD BASE DITCH

B

d


DETAIL B

B=3 Ft.

Max. d=2 Ft.

Min. D=2 Ft.

Ground

Natural

Ground

Natural

*When B is < 6.0'


Geotextile


Fill Slope

2:1 or Flatter

b=2 Ft.d=1 Ft.


b

DETAIL A

Ground

Natural


d

Geotextile


EST 85 TONS

w/ CLASS II RIP RAP

ARMOR BANK @ 1.5:1

CLASS II RIP RAP

STA. 17+72 LT

D10= 0.4ftV10= 1.6ft/sQ10=0.7cfs(cp=0.9;cg=0.3)D2= 0.4ftV2= 1.5 ft/sQ2=0.6cfsL PRO.=131 ftL REQ.=30 ftSLOPE=0.018(DAp=0.07;DAg=0.23)DA=0.3ac

GRASS SWALE DATA

STA. 19+05 LT

D10= 1.3 - 0.8ftV10= 1.4 - 3.8ft/sQ10=5.0cfs(cp=0.9;cg=0.3)D2= 1.2 - 0.7ftV2= 1.4 - 3.6ft/sQ2=3.9cfsL PRO.=Existing Ditch >4.0%L REQ.=260SLOPE=0.003 - 0.04(DAp=0.25;DAg=2.35)DA=2.6ac

GRASS SWALE DATA

TS TSIMPACTS IN SURFACE WATER

DENOTES TEMPORARY

S SSURFACE WATER

DENOTES IMPACTS IN

CLEARINGDENOTES MECHANIZED*

**

*

**

*

**

*

*


CF

F

F

F

FC

C

C

F

CC

gcail

Typewritten Text

3

gcail

Typewritten Text

5

SHEET NO.

$$$$$$

SY

STI

ME$$$$$

$$

DA

TE$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

0 105 PROJECT REFERENCE65% PLANSDO NOT USE FOR CONSTRUCTION

PRELIMINARY PLANS


B-4958 - GUILFORD 106

786.81

EXIS

T. R/

W

EXIS

T. R/

W

EOP

EOP

786.85

EXIS

T. R/

W

EXIS

T. R/

W

EOP

EOP

EXIST EXIST

786.83

EXIS

T. R/

W

EXIS

T. R/

W

EOP

EOP

0.020 0.020

2:1 2:1

787.12

EXIS

T. R/

W

EXIS

T. R/

W

EOP

EOP

0.020 0.020

2:1

2:1

774.57

EXIS

T. R/

W

EXIS

T. R/

W

0.020 0.020

X-1

BEGIN BRIDGE 16+04.00

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

120120

130130

130130

140140

140140

150150

150150

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

770 770

-L-

16+50.00

16+00.00

15+50.00

15+00.00

14+50.00


gcail

Typewritten Text

4

gcail

Typewritten Text

5

Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural

Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design

(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)

1 16+70 LT/RT Embankment Rip Rap <0.01 0.01 20 40

1 16+25 LT/RT Bank Stabilization 0.01 <0.01 100 20 1 16+80 LT Temp Constr Access <0.01

TOTALS*: 0.01 0.01 120 60 0

*Rounded totals are sum of actual impacts

NOTES:

Revised 2013 10 24 SHEET OF

WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTS

GUILFORD COUNTY

Brg#106

OVER REEDY FORK CREEK

20 ft of permanent and 30 ft of temporary impacts due to "Embankment Rip Rap" are within total length of bank stabilization. NC DEPARTMENT OF TRANSPORTATION

DIVISION OF HIGHWAYS

7/25/2017

gcail

Typewritten Text

5

gcail

Typewritten Text

gcail

Typewritten Text

gcail

Typewritten Text

5

gcail

Typewritten Text

PO

WE

R

LIN

E

EA

SE

ME

NT

*****************************

R\R SPIKE IN BASE OF 20" PINE

BL STATION 6+02.00 90’ RIGHT

N 883003 E 1718744

BM1 ELEVATION = 789.21

*****************************

------ ------- ----------- ------------ ---------- ----------- ------

STATE STATE PROJECT REFERENCE NO.

F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

PROJECT LENGTH

LETTING DATE:

STATE PROJECT NO.

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

2012 STANDARD SPECIFICATIONS

1

VICINITY MAP(NOT TO SCALE)

NCDOT CONTACT:

5:0

5:4

3 P

M

R:\

Road

way\

Proj\

B-4958_rdy_tsh.d

gn

jor56882

DIVISION 7

OFF-SITE DETOUR

DE

PA

RT

M

EN

T OF TRANSPO

RT

ATI

ON

ST

AT

E

OF

NORTH CA

RO

LIN

A

SIGNATURE:

P.E.

SIGNATURE:

P.E.

CO

NT

RA

CT:

TIM JORDAN, PE PROJECT ENGINEER

HYDRAULICS ENGINEER

PROGRAM MANAGER

DIVISION BRIDGE

TIM POWERS, PE

HYDRAULICS ENGINEER

ROADWAY DESIGN ENGINEERPrepared in the Office of Hatch Mott MacDonald for PLANS PREPARED BY:

65% PLANS

1/4/2017

TOTAL LENGTH TIP PROJECT = 0.076 MILES

LENGTH STRUCTURE TIP PROJECT = 0.019 MILES

LENGTH ROADWAY TIP PROJECT = 0.057 MILES




TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE

LOCAL

SUB REGIONAL TIER

LICENSE NO. F-0669

PO Box 700


(919) 552-2253

(919) 552-2254 (Fax)


B-4958

GUILFORD COUNTY

LOCATION: BRIDGE NO. 106 OVER REEDY FORK CREEK ON SR 2128 (BUNCH ROAD)

TIP P

ROJE

CT: B-4958

GALEN CAIL, PE

D

T

V

=

=

=

=

=

%

%

MPH

ADT

ADT

K

DESIGN DATA

2016 4400

2040 6000

12

80

3

45

%*

DUAL 2%* TTST =1%

40150.1.1 P.E.

Summerfield

Pop. 1,680

2134

2116

2236

2195

2193

2205

21132228

2221

2264

2112

2109

3834

3984

2127

2128

3999

4808

4817

4819

4834

4839

4843

2128

213321902124

3812 2283

38372135

3833

23932118

2119

2117

2120

2121

2126

2447

2446

2444

2462

2314

3990

482148224823

4824

2120

48634866

4867 4865

4845

4851

4877

4872

4873

4872

4899

4894

2127

2117

2133

2114

4861

5017

5020

5017

150

2128

2127

150

150

220

220

-L-

LIMITS

PROJECT

B-4958

-L- POC Sta. 15+00.00

BEGIN PROJECT B-4958

-L- POT Sta. 19+00.00

END PROJECT B-4958

-L- Sta. 15+92.00

BEGIN APPROACH SLAB

-L- Sta. 16+04.00

BEGIN BRIDGE

-L- Sta. 17+04.00

END BRIDGE

-L- Sta. 17+16.00

END APPROACH SLAB

(NORTHWEST SCHOOL RD)

TO SR 2131(BROOKBANK RD)

TO SR 2127

SR 2128

RE

ED

Y F

OR

K

CR

EE

K

-DR- PC Sta. 10+20.00

BEGIN CONSTRUCTION

NAD 83/ N

SRS 2007

gcail

Rectangle

gcail

Typewritten Text

Buffer Drawing Sheet 1 Of 5

gcail

Typewritten Text

SHEET NO.


ENGINEER ENGINEER

$$$$

US

ER

NA

ME$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$$$

SY

STIM

E$$$$$

$$

DA

TE$$

PROJECT REFERENCE





Office of:

Prepared in the



PO Box 700




15+00

20+00


02

02

TL-2

TL-2

TL-2

02

02

AT-1

-L-


EXCAVATION = 425 CY

BEGIN GRADE

BEGIN PROJECT

12 13 14 15 16 17 18 19 20 21 22

750

760

770

780

790

800

810

820

800

750

760

770

780

790

810

820

PI = 18+00.00

EL = 787.81'

(+)4.390

0%

VC = 200'

K = 49

BEGIN GRADE

END PROJECT

STA. 15+00.00

EL = 786.86'

STA. 19+00.00

EL = 792.20'

(+)0.3167%

1.5:1

1.5:1

(+)4.390

0%DESIGN DISCHARGE

DESIGN FREQUENCY

BASE DISCHARGE

CFS

YRS

YRS

BASE FREQUENCY




CFS

YRS

FT

FT

FT

DESIGN HW ELEVATION

BASE HW ELEVATION


DATE OF SURVEY

W.S. ELEVATION


= 25

= 3400

= 785.4

= 6300

= 100

= 787.9

= 5500

= +50

= 786.8

= 776.3

= 12/9/15

NWS=776.3

L

GP ELEV. = 787.3

1 @ 30'; 1 @ 70'; SKEW 105

W/4' DEEP CAPS

TWO SPAN 24" PCCS




(TYP.)3' KEY DEPTH



2GI

REMOVE

2GI

TB 2GI

TB 2GI

15" RC

P-IV

ELB

OW

S

15"

W/

SEE DETAIL A


EST 20 TONS

TOE PROTECTION

GRADE TO DRAIN

CLASS II RIP RAP




RETAIN

15" RCP-IV

18" CAAP

FS



( Not to Scale)


STA. 16+62 -L- RTSTA. 16+80 -L- LT

DETAIL C

Grade

Ditch2

GEOTEXTILE


5'min.

1.0'min.

2:12:1

D

( Not to Scale)

STANDARD BASE DITCH

B

d


DETAIL B

B=3 Ft.

Max. d=2 Ft.

Min. D=2 Ft.

Ground

Natural

Ground

Natural

*When B is < 6.0'


Geotextile


Fill Slope

2:1 or Flatter

b=2 Ft.d=1 Ft.


b

DETAIL A

Ground

Natural


d

Geotextile


EST 85 TONS

w/ CLASS II RIP RAP

ARMOR BANK @ 1.5:1

CLASS II RIP RAP

H H

10'

GR

AVE

L

12'

GR

AVE

L

RE

ED

Y F

OR

K CRE

EK

DUKE POWER CO

MTL

1SFD

S

10'

GR

AVE

L

9'

GR

AVE

L

9' G

RA

VE

L

60.0

0'

60.0

0'

EXISTING R/W

EXISTING R/W

68.00'

68.00'

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT


AT&T CORP., COPPER

MELVIN S KRIEGSMAN

DB 2724 PG 525

DB 7083 PG 1754


CANAAN UNITED

WOODS

BM1

CAROLYN T. RUMLEY

JOHN W. RUMLEY AND

DB 4502 PG 0533

ProgressEnergy

Duke

12" RCP

EIP

ProgressEnergy

Duke


EIP

TO

R/W

0.93'

WOODS

WOODS

WOODS

COAX, TWC

AT&T CORP., COPPER

BOX

USGS

STA

GAUGING

USGS

WOODS

18" RCP

AT&T CORP., COPPER

WOODS

15" RCP

GATE

WOODS

JO ANN L. DELAUNE


DB 2957 PG 630

DB 3458 PG 191


DB 7674 PG 798

JOHNNY L. McGEE

AND SPOUSE

BRUCE M. THEDE



DB 2568 PG 489

BOXCABLE

15" RCP


EXISTING R/W

EXISTING R/W

R/W

TO

EIP

3.00'

EIP

WOODS

EIPPOSTS

GATE


10

(-)0.4857% (+)1.9526%

-DR-

END GRADE

K = 21

PI = 10+55.00

EL = 787.07'


STA. 10+95.68EL = 787.87

VC = 50'

4

NAD 83/ N

SRS 2007

15+00

20+00


02

02

TL-2

TL-2

TL-2

02

02

AT-1 2GI

REMOVE

2GI

TB 2GI

TB 2GI

15" RC

P-IV


RIP RAP PAD DATA

ELB

OW

S

15"

W/

OUTLET DITCH DATA






SEE DETAIL A


EST 20 TONS

TOE PROTECTION

TOE PROTECTION DATA


OUTLET DITCH DATA


GRADE TO DRAIN

CLASS II RIP RAP




RETAIN

15" RCP-IV

18" CAAP

FS



( Not to Scale)


STA. 16+62 -L- RTSTA. 16+80 -L- LT

DETAIL C

Grade

Ditch2

GEOTEXTILE


5'min.

1.0'min.

2:12:1

D

( Not to Scale)

STANDARD BASE DITCH

B

d


DETAIL B

B=3 Ft.

Max. d=2 Ft.

Min. D=2 Ft.

Ground

Natural

Ground

Natural

*When B is < 6.0'


Geotextile


Fill Slope

2:1 or Flatter

b=2 Ft.d=1 Ft.


b

DETAIL A

Ground

Natural


d

Geotextile


EST 85 TONS

w/ CLASS II RIP RAP

ARMOR BANK @ 1.5:1

CLASS II RIP RAP

ALLOWABLE IMPACTS ZONE 1


SHEET __ OF __BUFFER DRAWING

STA. 17+72 LT

D10= 0.4ftV10= 1.6ft/sQ10=0.7cfs(cp=0.9;cg=0.3)D2= 0.4ftV2= 1.5 ft/sQ2=0.6cfsL PRO.=L REQ.= ?SLOPE=0.018(DAp=0.07;DAg=0.23)DA=0.3ac

GRASS SWALE DATA

STA. 19+05 LT

D10= 1.3 - 0.8ftV10= 1.4 - 3.8ft/sQ10=5.0cfs(cp=0.9;cg=0.3)D2= 1.2 - 0.7ftV2= 1.4 - 3.6ft/sQ2=3.9cfsL PRO.=L REQ.= ?SLOPE=0.003 - 0.04(DAp=0.25;DAg=2.35)DA=2.6ac

GRASS SWALE DATA

CF

F

F

F

FC

C

C

F

CC

gcail

Typewritten Text

2

gcail

Typewritten Text

gcail

Typewritten Text

5

gcail

Typewritten Text

SHEET NO.


ENGINEER ENGINEER

$$$$

US

ER

NA

ME$$$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$$$

SY

STIM

E$$$$$

$$

DA

TE$$

PROJECT REFERENCE





Office of:

Prepared in the



PO Box 700




15+00

20+00


02

02

TL-2

TL-2

TL-2

02

02

AT-1

-L-


EXCAVATION = 425 CY

BEGIN GRADE

BEGIN PROJECT

12 13 14 15 16 17 18 19 20 21 22

750

760

770

780

790

800

810

820

800

750

760

770

780

790

810

820

PI = 18+00.00

EL = 787.81'

(+)4.390

0%

VC = 200'

K = 49

BEGIN GRADE

END PROJECT

STA. 15+00.00

EL = 786.86'

STA. 19+00.00

EL = 792.20'

(+)0.3167%

1.5:1

1.5:1

(+)4.390

0%DESIGN DISCHARGE

DESIGN FREQUENCY

BASE DISCHARGE

CFS

YRS

YRS

BASE FREQUENCY




CFS

YRS

FT

FT

FT

DESIGN HW ELEVATION

BASE HW ELEVATION


DATE OF SURVEY

W.S. ELEVATION


= 25

= 3400

= 785.4

= 6300

= 100

= 787.9

= 5500

= +50

= 786.8

= 776.3

= 12/9/15

NWS=776.3

L

GP ELEV. = 787.3

1 @ 30'; 1 @ 70'; SKEW 105

W/4' DEEP CAPS

TWO SPAN 24" PCCS




(TYP.)3' KEY DEPTH



2GI

REMOVE

2GI

TB 2GI

TB 2GI

15" RC

P-IV

ELB

OW

S

15"

W/

SEE DETAIL A


EST 20 TONS

TOE PROTECTION

GRADE TO DRAIN

CLASS II RIP RAP




RETAIN

15" RCP-IV

18" CAAP

FS



( Not to Scale)


STA. 16+62 -L- RTSTA. 16+80 -L- LT

DETAIL C

Grade

Ditch2

GEOTEXTILE


5'min.

1.0'min.

2:12:1

D

( Not to Scale)

STANDARD BASE DITCH

B

d


DETAIL B

B=3 Ft.

Max. d=2 Ft.

Min. D=2 Ft.

Ground

Natural

Ground

Natural

*When B is < 6.0'


Geotextile


Fill Slope

2:1 or Flatter

b=2 Ft.d=1 Ft.


b

DETAIL A

Ground

Natural


d

Geotextile


EST 85 TONS

w/ CLASS II RIP RAP

ARMOR BANK @ 1.5:1

CLASS II RIP RAP

H H

10'

GR

AVE

L

12'

GR

AVE

L

RE

ED

Y F

OR

K CRE

EK

DUKE POWER CO

MTL

1SFD

S

10'

GR

AVE

L

9'

GR

AVE

L

9' G

RA

VE

L

60.0

0'

60.0

0'

EXISTING R/W

EXISTING R/W

68.00'

68.00'

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT

PO

WE

R

LIN

E

EA

SE

ME

NT


AT&T CORP., COPPER

MELVIN S KRIEGSMAN

DB 2724 PG 525

DB 7083 PG 1754


CANAAN UNITED

WOODS

BM1

CAROLYN T. RUMLEY

JOHN W. RUMLEY AND

DB 4502 PG 0533

ProgressEnergy

Duke

12" RCP

EIP

ProgressEnergy

Duke


EIP

TO

R/W

0.93'

WOODS

WOODS

WOODS

COAX, TWC

AT&T CORP., COPPER

BOX

USGS

STA

GAUGING

USGS

WOODS

18" RCP

AT&T CORP., COPPER

WOODS

15" RCP

GATE

WOODS

JO ANN L. DELAUNE


DB 2957 PG 630

DB 3458 PG 191


DB 7674 PG 798

JOHNNY L. McGEE

AND SPOUSE

BRUCE M. THEDE



DB 2568 PG 489

BOXCABLE

15" RCP


EXISTING R/W

EXISTING R/W

R/W

TO

EIP

3.00'

EIP

WOODS

EIPPOSTS

GATE


10

(-)0.4857% (+)1.9526%

-DR-

END GRADE

K = 21

PI = 10+55.00

EL = 787.07'


STA. 10+95.68EL = 787.87

VC = 50'

4

NAD 83/ N

SRS 2007

775

775

775

775

775

775

775

775

775

775

775

775

775

775

775

780

780

780

780 780

780

780

780

780780

780

780

780

780

780

780780

780

780

780

780

780

780

780

780

780

785

785

785

785

785

785

785785

785

785

785785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

785

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

790

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

795

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

800

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

805

810

810

810

810

810

810

810

810

810

810

810

810

810

810

810

810

810

815

815

815

815

815

815

815

815

815

815

815

815

815

815

820

820

820

820

820

820

820

820

820

820

825

825

825

825

825

825

825

830

830

830

830

830

830

835

835

835

840

840

840

845

845

850

15+00

20+00


02

02

TL-2

TL-2

TL-2

02

02

AT-1 2GI

REMOVE

2GI

TB 2GI

TB 2GI

15" RC

P-IV


RIP RAP PAD DATA

ELB

OW

S

15"

W/

OUTLET DITCH DATA






SEE DETAIL A


EST 20 TONS

TOE PROTECTION

TOE PROTECTION DATA


OUTLET DITCH DATA


GRADE TO DRAIN

CLASS II RIP RAP




RETAIN

15" RCP-IV

18" CAAP

FS



( Not to Scale)


STA. 16+62 -L- RTSTA. 16+80 -L- LT

DETAIL C

Grade

Ditch2

GEOTEXTILE


5'min.

1.0'min.

2:12:1

D

( Not to Scale)

STANDARD BASE DITCH

B

d


DETAIL B

B=3 Ft.

Max. d=2 Ft.

Min. D=2 Ft.

Ground

Natural

Ground

Natural

*When B is < 6.0'


Geotextile


Fill Slope

2:1 or Flatter

b=2 Ft.d=1 Ft.


b

DETAIL A

Ground

Natural


d

Geotextile


EST 85 TONS

w/ CLASS II RIP RAP

ARMOR BANK @ 1.5:1

CLASS II RIP RAP



SHEET __ OF __BUFFER DRAWING

STA. 17+72 LT

D10= 0.4ftV10= 1.6ft/sQ10=0.7cfs(cp=0.9;cg=0.3)D2= 0.4ftV2= 1.5 ft/sQ2=0.6cfsL PRO.=L REQ.= ?SLOPE=0.018(DAp=0.07;DAg=0.23)DA=0.3ac

GRASS SWALE DATA

STA. 19+05 LT

D10= 1.3 - 0.8ftV10= 1.4 - 3.8ft/sQ10=5.0cfs(cp=0.9;cg=0.3)D2= 1.2 - 0.7ftV2= 1.4 - 3.6ft/sQ2=3.9cfsL PRO.=L REQ.= ?SLOPE=0.003 - 0.04(DAp=0.25;DAg=2.35)DA=2.6ac

GRASS SWALE DATA

CF

F

F

F

FC

C

C

F

CC

gcail

Typewritten Text

gcail

Typewritten Text

gcail

Typewritten Text

5

gcail

Typewritten Text

3

SHEET NO.

$$$$$$

SY

STI

ME$$$$$

$$

DA

TE$$

$$$$$$$$$$$$$$$$

DG

N$$$$$$$$$$$$$$$$

$$$$

US

ER

NA

ME$$$$

0 105 PROJECT REFERENCE65% PLANSDO NOT USE FOR CONSTRUCTION

PRELIMINARY PLANS


B-4958 - GUILFORD 106

786.81

EXIS

T. R/

W

EXIS

T. R/

W

EOP

EOP

786.85

EXIS

T. R/

W

EXIS

T. R/

W

EOP

EOP

EXIST EXIST

786.83

EXIS

T. R/

W

EXIS

T. R/

W

EOP

EOP

0.020 0.020

2:1 2:1

787.12

EXIS

T. R/

W

EXIS

T. R/

W

EOP

EOP

0.020 0.020

2:1

2:1

774.57

EXIS

T. R/

W

EXIS

T. R/

W

0.020 0.020

X-1

BEGIN BRIDGE 16+04.00

00

00

1010

1010

2020

2020

3030

3030

4040

4040

5050

5050

6060

6060

7070

7070

8080

8080

9090

9090

100100

100100

110110

110110

120120

120120

130130

130130

140140

140140

150150

150150

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

770 770

780 780

790 790

770 770

-L-

16+50.00

16+00.00

15+50.00

15+00.00

14+50.00


gcail

Typewritten Text

4

gcail

Typewritten Text

5

gcail

Typewritten Text

ROAD CROSSING BRIDGE

PARALLEL IMPACT

ZONE 1

(ft2)

ZONE 2

(ft2)

TOTAL

(ft2)

ZONE 1

(ft2)

ZONE 2

(ft2)

TOTAL

(ft2)

ZONE 1

(ft2)

ZONE 2

(ft2)

1 Embankment/Access 15+00 To 17+40 -L- LT/RT X 1973.0 2354.0 4327.0

1 100' bridge 16+04 To 17+04 -L- X 2779.0 388.0 3167.0

TOTALS: 4752.0 2742.0 7494.0

IMPACT

BUFFER IMPACTS SUMMARY

TYPE

SITE NO.STRUCTURE SIZE /

TYPE STATION (FROM/TO)

ALLOWABLE MITIGABLE

BUFFER REPLACEMENT

N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS

GUILFORD COUNTY

SHEET OF

PROJECT: B-4958

7/25/2017

Rev. May 2006

gcail

Typewritten Text

gcail

Typewritten Text

gcail

Typewritten Text

gcail

Typewritten Text

gcail

Typewritten Text

5

gcail

Typewritten Text

5

gcail

Typewritten Text

gcail

Typewritten Text

north carolina department of transportation highway ... 7 letting/09-06-2018... · 06.09.2018 ·...

Documents