(Version 2; Released April 2014)40078.1.1 TIP No.: B-4953 County(ies): Alamance Page 1 of 1

TIP Number: Date:

Phone: Phone:Email: Email:

County(ies):CAMA County?

No

Design/Future: Year: 2035 Existing: Year:

Threatened/Endangered Species? Comments:

Yes NoNo

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

General Project Information

Project Description

Waterbody Information

Existing SiteProject Length (lin. miles or feet):

ac.

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

ac.Two 9' travel lanes with 4' grassed shoulders and side slopes.

600 2015

Haw River

0.2Proposed Project

Cape Fear No

Buffer Rules in Effect

NoneImpairments:Other Stream Classification:

Primary Classification:

Project Built-Upon Area (ac.)

Annual Avg Daily Traffic (veh/hr/day):B-4953 is a Transportation Improvement Project to replace Bridge #0064 in Alamance County crossing Quaker Creek. The existing bridge is a two span timber deck on I-beams w/one interior bent. The new bridge will be a 70' single span cored slab structure. Minimization and avoidance measures incorporated into the design include elimination of direct discharge, increasing buffer treatment of discharges, utilizing an existing end bent to minimize stream impacts, removal of an interior bent and vegetative treatment of shoulder section discharges.

Typical Cross Section Description:

452

Two 10' travel lanes with 3' to 4.33' paved shoulders,shoulder berm gutter,3' to 6' grassed shoulders and grassed side slopes.

North Carolina Department of Transportation

Highway Stormwater Program STORMWATER MANAGEMENT PLAN

FOR NCDOT PROJECTS

Project Type:

1020 Birch Ridge Dr. Address:

3/1/2014

WBS Element:

Bridge ReplacementWBS Element:

City/Town:

919.707.6736

Alamance

Contractor / Designer:

rlovinggood@ncdot.gov

Address:

B-4953Ray Lovinggood

Raleigh, NC 27610

40078.1.1

River Basin(s):

NCDOT Contact:

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

NCDWR Stream Index No.:

Surrounding Land Use: Farm land, Historic Property

Quaker Creek 16-18-4-(1)

0.2

Supplemental Classification: High Quality Waters (HQW)None

0.066 miles

(NSW)

Jordan Lake

Wetlands within Project Limits?

WETLAND AND SURFACE WATER IMPACTS PERMIT

R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Wetland_Strea

m\B

4953_Hyd

_prm

_wet_

TS

H.d

gn

mkelly

3/3

1/2014 SHEET __ OF __

PERMIT DRAWING

QUAKER CREEK

THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.

4

QUAKER CREEK

TO NC 49

TO NC 11

9

-L- SR 1912 (DICKEY MILL ROAD) -L- SR 1

912 (DIC

KEY MILL RO

AD)

BEGIN BRIDGE-L- STA. 15+65.88

END BRIDGE-L- STA. 16+38.13

STA. 14+00.00 -L- BEGIN TIP PROJECT B-4953

STA. 17+50.00 -L- END TIP PROJECT B-4953

JANUARY 20, 2015

DANIEL W. GARDNER, JR., PE

JAMES A. SPEER, PE

ALAMANCE COUNTY

BRIDGE NO. 64 ON SR 1912 (DICKEY MILL ROAD)

OVER QUAKER CREEK

25 50 10050

25 50 10050

5 10 20 10

DHV

D

T

V

=

=

=

=

=

=

600

13

60

3

%

%

MPH

ADT

ADT 2035

% *

* TTST 1% DUAL 2%

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

FUNC CLASS=RURAL LOCAL

VICINITY MAP

1.0

.6

.2 .1.1

.2

.3

.2

.5

.4

.6

.4

1.2

1.4

.9.4

1.0

.3

1.0 .4

.4

.82.0

1.8

.8

.2

.1

.2

.2

1.2

1.5

.5

1.3

.5

.2

.6

.1

.6

.2

1.5

.3

1.3

1.2

.2

.1

.2

.4

1.1

Creek

Scrub

Creek

Cre

ek

Quaker

Cre

ek

Stagg

Quaker Creek

Res.

Creek

.6

1.10

.90

1.8

0

17561794

17931999

1995

1990

1911

1910

1912

1910

1912

1913

1002

1914

2005

1918

19871918

1917

1919

1917

1915

1921

1912

1921 1920

1921

1921

19161752

Cates Rd

Cobb

FarmTr

Cris

p

Tr

Cru

mpto

n

Tr

John

Lewis Rd

Ridge

Tr

Ellis

Jeffers

on

Albert

Jefferies

Rd

Willia

mAlle

nRd

Vaughn

Ln

Hester

Rd

Barn

ett

Rd

Rd

Thomas Rd

Dicke

yMill

Rd

Driveway

Berm

uda

Tr

HighRock

Rd

Store

Rd

Lync

h

Mrs

White

Rd

Virginia

Pine

Tr

Fuller

Rd

Landi

Ln

White

Level

Rd

Tula

La

mbert

Rd

Rd

Mebane

Rogers

Rd

Johnso

n

Rd

King

Headen

Tr

Haith

Fuller

Tr

Miles

Cha

pel

Rd

St

Rd

Albert St R

dGreen

Valley Blvd

Rd

Swann Rd

Level

Rd

Wyatt

Ln

Masse

y

MHP

Whip

poorwill

Tr

Rd

SeamstersMHP

Ray Massey

Tr

Winding Tr

Village MHP

Spring

Loop

Convenie

nt

Dr

Rd

Michelle

Dr

Deer

Run T

r

Qua

ker

Lake

Tr

Foxcliff

Dr

Millstone

Ln

ValleyHighD

r

Hom

e

Ct

Ray Clark

MHP

Pennstar

Tr

Quaker

Rid

ge

Rd

Knollwood

Summit Ridge Rd

St

.1

.10 .09 .0

9

.12

.08

.01

.20

.20

.05

.06

.05

.15

Green

waySt

Pine

brook

Anderson.36

.41

.11

.05

.18.13

.09

.10

.13

.10

.15

.01 .35

.11

.14

.06

Loop

Black

Cre

ek

Tr

.35

G

F

F KimesChapel

F

MilesChapel

G

LongsChapel

CrossroadsCh.

broken at Culvert 65

.08

20432042 Foxfire Ln.

Blue

Moon

Tr.

.22

1909

(49

(49

(119

(119

.32

.25 2042

2044.40

Sundance

Gro

ve

QuakerCreekRes.

QuakerCreekRes.

PROJECT B-4953

1912

DETOUR ROUTE

TOTAL LENGTH OF TIP PROJECT B-4953 = 0.066 MILES

"SUB-REGIONAL TIER"

2015 4520

0

0

PROFILE (HORIZONTAL)

40078.1.1 PE

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATA Prepared in the Office of:

SIGNATURE:

SIGNATURE:

P.E.

P.E.

DIVISION OF HIGHWAYS

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEERROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

1000 Birch Ridge Dr., Raleigh NC, 27610

CO

NT

RA

CT:

C20

3516

TIP P

ROJE

CT:

B-4

953

DE

PA

RT

ME

NT

OF TRANSPO

RT

ATIO

N

ST

A

TE

OF NORTHCA

RO

LIN

A

GRADING, DRAINAGE, PAVING, AND STRUCTURE

-DRV1-

-DRV1- STA. 10+00.00BEGIN CONSTRUCTION

45

LENGTH STRUCTURE TIP PROJECT B-4953 = 0.014 MILES

LENGTH ROADWAY TIP PROJECT B-4953 = 0.052 MILES

-L- STA. 11+50.00BEGIN CONSTRUCTION

-L- STA. 21+20.00END CONSTRUCTION

See Sheet 1-C For Survey Control Sheet See Sheet 1-B For Conventional Plan Sheet Symbols

See Sheet 1-A For Index of Sheets

NSRS 2007

NA

D 83/

CLEARING ON THIS PROJECT SHALL BE PREPARED TO THE LIMITS ESTABLISHED BY METHOD II.

R/W & UTILITIESBRZ-1912(2)

BRZ-1912(2)

40078.2.FD1

B-4953

JANUARY 28, 2014

40078.3.FD1 BRZ-1912(2) CONST.

QU

AK

ER

CR

EE

K

TS

TS

IMP

AC

TS

IN S

UR

FA

CE

WA

TE

RD

EN

OT

ES

TE

MP

OR

AR

Y

Scale

: 1"=

10

0’

0’

100’

20

0’

30

0’

100’

R:\Hydraulics\PERMITS_Environmental\Drawings\W etland_Stream\B4953_Hyd_prm_wet_PSH04.dgnmkelly3/31/2014

SH

EE

T _

_ O

F _

_P

ER

MIT

DR

AW

ING

IN S

UR

FA

CE

WA

TE

RT

EM

PO

RA

RY

IMP

AC

T

GR

AS

S L

AW

N

GR

AS

S L

AW

N

PA

ST

UR

E

GR

AS

S L

AW

N

RE

MO

VE

RE

TA

IN

PIP

E C

LE

AN

OU

TP

IPE

CL

EA

N O

UT

PIP

E C

LE

AN

OU

T

PIP

E C

LE

AN

OU

TS

EE

DE

TA

IL B

10

11

12

13

14

15

16

17

18

19

20

21

10

11

12

13

14

15

16

17

18

19

20

21

10

11

12

13

14

15

16

17

18

19

20

21

10

11

12

13

14

15

16

17

18

19

20

21

T

T

T

12" R

CP

15" H

DPE

12" R

CP

15" R

CP

18" C

MP

15" H

DP

E

18" R

CP

18" RCP

15" R

CP

1S

BK

D

1SFD

QUAKER CREEK

1S

FD

CONC

OLD

MIL

L

DA

M

S

SS

1S

FD

ME

TA

L S

HE

D

TO NC 119

10’ GRAVEL

8’ GRAVEL

10’ SOIL

PA

ST

UR

E

5’ W

W

10’ GRAVEL

10’ BST

10’ BST

10’ GRAVEL

8’ SOIL

8’ G

RAVEL

GR

AV

EL

WELL

T

50’ PRIVATE DRIVE

AL

BE

RT

S. H

IGH

TO

WE

R

DB

28

72

PG

71

4P

B 6

6 P

G 3

52

DB

31

4 P

G 3

25

ROY

&

HAZEL HIG

HTO

WER

PB

66 P

G 3

52

WO

OD

S

DA

VID

N. M

AS

SE

Y

DB

28

90

PG

69

1

DA

VID

N. M

AS

SE

Y

PB

54 P

G 4

2

DB

21

33

PG

38

2A

LIC

E M

. AL

LE

N

PB

66 P

G 4

66

5’W

W

60.00’

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

DA

VID

N. M

AS

SE

Y

WO

OD

S

WO

OD

S

HO

US

EW

EL

L

4’ WW

EXIS

TIN

G R/

WEXIS

TIN

G R/

W

EXIS

TIN

G R/

W

CLYDE &

CARLENE B. W

OODS

DB

1405 P

G 5

86

PB

35 P

G 2

0

RO

DN

EY

& T

YR

A W

OO

DS

DB

1063 P

G 8

99

PB

35

PG

20

3

5’WW

DB

28

90

PG

69

1D

B 2

89

0 P

G 6

91

7’ GRAVEL

INV.=548.92’

SR 1912 DIC

KE

Y MILL ROAD 18’ B

ST

SR 1912 DIC

KE

Y MILL ROAD 18’ B

ST

GA

TE

JB

PO

SS

IBL

E

60.00’

EXIS

TIN

G R/

W

EXIS

TIN

G R/

W

TO NC 49

SE

PT

IC F

IEL

DP

OS

SIB

LE

EL

EV

= 5

41.9

8’

SE

E S

HE

ET

1-C

BM

#2

NAD 83/ NSRS 2007

-L-POT Sta. 10+00.00

-L- PC Sta. 12+28.51

-L- PT Sta. 15+29.78

-L- PC Sta. 17+28.10

-L- PT Sta

. 20+52.58

-L- POT Sta

. 22+00.00

PI S

ta 1

3+

79.2

4DL

= 3

01.2

7’

T =

150.7

3’

R =

3,5

99.8

5’

PI S

ta 1

8+

91.8

5DL

= 3

24

.48

’T

= 1

63

.76

’R

= 9

96

.87

’

-L

-

SE

= S

EE

PL

AN

SS

E =

SE

E P

LA

NS

SE

= S

EE

PL

AN

SS

E =

SE

E P

LA

NS

-DR

V1

-

-DR

V1

- PT

Sta

. 10

+5

0.0

0

-DR

V1- P

OT

Sta

. 10+

70.0

0-L

- PO

T S

TA

. 17

+0

0.0

0=

-L-

PI S

ta 1

0+

15

.03

DL =

25.7

7’

T =

15

.03

’R

= 2

0.0

0’

PI S

ta 1

0+

39.6

2DL

= 2

4.2

3’

T =

13

.85

’R

= 2

0.0

0’

-DR

V1

- PR

C S

ta. 1

0+

25

.77

-DR

V1- P

C S

ta. 1

0+

00.0

0

REVISIONS

HY

DR

AU

LIC

SR

OA

DW

AY

DE

SIG

NE

NG

INE

ER

EN

GIN

EE

R

R/W

SH

EE

T N

O.

SH

EE

T N

O.

PR

OJE

CT

RE

FE

RE

NC

E N

O.

4

B-4953

$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ 8/17/99

DO

NO

T U

SE

FO

R C

ON

ST

RU

CT

ION

PR

EL

IMIN

AR

Y P

LA

NS

SK

ET

CH

SH

OW

ING

BR

IDG

E/P

AV

EM

EN

T R

EL

AT

ION

SH

IP

15

20’

20’

19’

NC

.00

.02.01

.02.01

.02

.02.01

NC

-L- S

TA

. 15

+6

5.8

8B

EG

IN B

RID

GE

-L- S

TA

. 15

+5

4.8

8B

EG

IN A

PP

R. S

LA

B

-L- S

TA

. 16+

38.1

3E

ND

BR

IDG

E-L

- ST

A. 1

6+

49.1

3E

ND

AP

PR

. SL

AB

20’

SE

E S

HE

ET

S S

-1 T

HR

U S

-? FO

R S

TR

UC

TU

RE

PL

AN

SS

EE

SH

EE

T 5

FO

R -D

RV

1- P

RO

FIL

ES

EE

SH

EE

T 5

FO

R -L

- PR

OF

ILE

-L- P

T S

ta. 1

5+

29

.78

-L- P

C S

ta. 1

7+

28.1

0

3’-4"3’-4" 26

’-8"

NT

S

TY

PE

III

TY

PE

IIIT

YP

E III

TY

PE

III

PS

- "PA

VE

D S

HO

UL

DE

R"

SB

G

SB

G

SB

G - "S

HO

UL

DE

R B

ER

M G

UT

TE

R"

RA

ILA

LA

SK

A

535

535

535

535

535

540

540

540

540

540

540

540

540

540

540

540

540

545

545

545

545

545

545

545

545

550

550

550

550

550

550

550

550

550

550

550

555

555

555

555

555

555

555

555555

555

560

560

560

560

560

560

560

560

560

565

565

565

565

565

565

565

565

565

570

570

570570

570

570

570

570

570

570

575

575

575

575

575

580

1

1

2

3

CF

C

CC

CCF

F

CCF

FC

CC

CC

FF

F

F

CF

F

TS TSIMPACTS IN SURFACE WATERDENOTES TEMPORARY

Scale: 1"= 100’

0’ 100’ 200’ 300’100’

R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Wetland_Strea

m\B

4953_Hyd

_prm

_wet_

PS

H04.d

gn

mkelly

3/3

1/2014

SHEET __ OF __PERMIT DRAWING

IN SURFACE WATERTEMPORARY IMPACT

GRASS LAWN

GRASS LAWN

PASTURE

GRASS LAWN

REMOVE

RETAIN

PIPE CLEAN OUTPIPE CLEAN OUT

PIPE CLEAN OUT

PIPE CLEAN OUTSEE DETAIL B

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

T

T

T

12" RCP

15" HDPE

12" RCP

15" RCP

18" CMP

15" HDPE

18" RCP

18"

RC

P

15" RCP

1SBKD

1SFD

QU

AK

ER

CR

EE

K

1SFD

CO

NC

OLD MILL

DAM

S

SS

1SFD

METAL SHED

TO NC 11

9

10’ GRAVE

L

8’ G

RA

VE

L

10’ S

OIL

PASTURE

5’ WW

10’ G

RA

VE

L

10’ B

ST

10’ B

ST

10’ G

RAVEL

8’ S

OIL

8’ GRAVEL

GRAVEL

WELL

T

50’ P

RIV

AT

E

DRIV

E

ALBERT S. HIGHTOWER

DB 2872 PG 714PB 66 PG 352

DB 314 PG 325ROY & HAZEL HIGHTOWER

PB 66 PG 352

WOODS

DAVID N. MASSEY

DB 2890 PG 691

DAVID N. MASSEY

PB 54 PG 42

DB 2133 PG 382ALICE M. ALLEN

PB 66 PG 466

5’WW

60.0

0’

EXISTING R/W

EXISTING R/W

DAVID N. MASSEY

WOODS

WOODS

HOUSEWELL

4’

WW

EXISTING R/W

EXISTIN

G R/W

EXISTIN

G R/W

CLYDE & CARLENE B. WOODS

DB 1405 PG 586

PB 35 PG 20

RODNEY & TYRA WOODSDB 1063 PG 899PB 35 PG 20

3

5’W

W

DB 2890 PG 691DB 2890 PG 691

7’ G

RA

VE

L

INV.=548.92’

SR 1912 DICKEY MILL ROAD 18’ BST

SR 1912 DICKEY MILL

ROAD 18’ BST

GATEJBPOSSIBLE

60.0

0’

EXISTING R/W

EXISTING R/W

TO NC 49

SEPTIC FIELDPOSSIBLE

ELEV = 541.98’SEE SHEET 1-C

BM #2

NA

D 83/ N

SRS 2007

-L-

PO

T

Sta. 10

+00.0

0

-L-

PC Sta. 12

+28.5

1

-L-

PT

Sta. 15

+29.7

8

-L-

PC Sta. 17

+28.10

-L- P

T Sta. 20+52.5

8

-L- P

OT Sta. 22+00.0

0

PI Sta 13+79.24D

L = 301.27’T = 150.73’R = 3,599.85’

PI Sta 18+91.85D

L = 324.48’T = 163.76’R = 996.87’

-L-

SE = SEE PLANS SE = SEE PLANS

SE = SEE PLANS SE = SEE PLANS

-DRV1-

-DRV1- PT Sta. 10+50.00

-DRV1- POT Sta. 10+70.00-L- POT STA. 17+00.00=

-L-

PI Sta 10+15.03D

L = 25.77’T = 15.03’R = 20.00’

PI Sta 10+39.62D

L = 24.23’T = 13.85’R = 20.00’

-DRV1- PRC Sta. 10+25.77

-DRV1- PC Sta. 10+00.00

RE

VISIO

NS

HYDRAULICSROADWAY DESIGNENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

4 B-4953

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP

15

20’

20’

19’

NC

.00

.02.

01

.02

.01

.02

.02

.01N

C

-L- STA. 15+65.88BEGIN BRIDGE

-L- STA. 15+54.88BEGIN APPR. SLAB

-L- STA. 16+38.13END BRIDGE

-L- STA. 16+49.13END APPR. SLAB

20’

SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANSSEE SHEET 5 FOR -DRV1- PROFILESEE SHEET 5 FOR -L- PROFILE

-L- PT Sta. 15+29.78

-L- PC Sta. 17+28.10

3’-

4"

3’-

4"

26’-8"

NTS

TYPE III

TYPE IIITYPE III

TYPE III

PS - "PAVED SHOULDER"

SBG

SBG

SBG - "SHOULDER BERM GUTTER"

RAILALASKA

1

1

2

3

CF

C

C

C

C

CF

F

C

C F

F

C

C

C

C

C

F

F

F

F

CF

F

RE

VISIO

NS

HYDRAULICSROADWAY DESIGNENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

TS TSIMPACTS IN SURFACE WATERDENOTES TEMPORARY

Scale: 1"= 30’

0’ 30’30’R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Wetland_Strea

m\B

4953_Hyd

_prm

_wet_

PS

H04

BU.d

gn

mkelly

3/3

1/2014

SHEET __ OF __PERMIT DRAWING

IN SURFACE WATERTEMPORARY IMPACT

GRASS LAWN

PASTURE

GRASS LAWN

REMOVE

RETAIN14 15 16 17 1814 15 16 17 1814 15 16 17 1814 15 16 17 18

T

18" CMP

15" HDPE

QU

AK

ER

CR

EE

K

CO

NC

OLD MILL

DAM

10’ S

OIL

5’ WW

10’ G

RA

VE

L

10’ G

RAVEL

8’ S

OIL

T

WOODS

4’

WW

INV.=548.92’

GATEJBPOSSIBLE

60.0

0’

EXISTING R/W

EXISTING R/W

SEPTIC FIELDPOSSIBLE

ELEV = 541.98’SEE SHEET 1-C

BM #2

535

535

535

540

540

540

540

540

540

540

540

540

545

545

545

545

545

545

545

545

550

550

550

550

550

550

550

555

555

555

555

555

555

560

560560

CF

C

C

C

C

CF

F

C

C F

F

C

C

C

C

C

F

F

F

F

CF

F

RE

VISIO

NS

HYDRAULICSROADWAY DESIGNENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

TS TSIMPACTS IN SURFACE WATERDENOTES TEMPORARY

Scale: 1"= 30’

0’ 30’30’R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Wetland_Strea

m\B

4953_Hyd

_prm

_wet_

PS

H04

BU.d

gn

mkelly

3/3

1/2014

SHEET __ OF __PERMIT DRAWING

IN SURFACE WATERTEMPORARY IMPACT

GRASS LAWN

PASTURE

GRASS LAWN

REMOVE

RETAIN14 15 16 17 1814 15 16 17 1814 15 16 17 1814 15 16 17 18

T

18" CMP

15" HDPE

QU

AK

ER

CR

EE

K

CO

NC

OLD MILL

DAM

10’ S

OIL

5’ WW

10’ G

RA

VE

L

10’ G

RAVEL

8’ S

OIL

T

WOODS

4’

WW

INV.=548.92’

GATEJBPOSSIBLE

60.0

0’

EXISTING R/W

EXISTING R/W

SEPTIC FIELDPOSSIBLE

ELEV = 541.98’SEE SHEET 1-C

BM #2

CF

C

C

C

C

CF

F

C

C F

F

C

C

C

C

C

F

F

F

F

CF

F

R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Wetland_Strea

m\B

4953_Hyd

_prm

_wet_

Work

Pad.d

gn

mkelly

3/3

1/2014

TEMP. WORK PAD

Scale: 1"= 100’

0’ 100’ 200’ 300’100’

SHEET __ OF __PERMIT DRAWING

GRASS LAWN

GRASS LAWNGRASS LAWN

PASTURE

REMOVE

RETAIN

PIPE CLEAN OUTPIPE CLEAN OUT

PIPE CLEAN OUT

PIPE CLEAN OUTSEE DETAIL B

CL B RIP RAP

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

T

T

T

12" RCP

15" HDPE

12" RCP

15" RCP

18" CMP

15" HDPE

18" RCP

18"

RC

P

15" RCP

1SBKD

1SFD

QU

AK

ER

CR

EE

K

1SFD

CO

NC

OLD MILL

DAM

S

SS

1SFD

METAL SHED

TO NC 11

9

10’ GRAVE

L

8’ G

RA

VE

L

10’ S

OIL

PASTURE

5’ WW

10’ G

RA

VE

L

10’ B

ST

10’ B

ST

10’ G

RAVEL

8’ S

OIL

8’ GRAVEL

GRAVEL

WELL

T

50’ P

RIV

AT

E

DRIV

E

WOODS

5’WW

60.0

0’

EXISTING R/W

EXISTING R/W

WOODS

WOODS

HOUSEWELL

4’

WW

EXISTING R/W

EXISTIN

G R/W

EXISTIN

G R/W

3

5’W

W

7’ G

RA

VE

L

INV.=548.92’

SR 1912 DICKEY MILL ROAD 18’ BST

SR 1912 DICKEY MILL

ROAD 18’ BST

GATEJBPOSSIBLE

60.0

0’

EXISTING R/W

EXISTING R/W

TO NC 49

SEPTIC FIELDPOSSIBLE

ELEV = 541.98’SEE SHEET 1-C

BM #2

NA

D 83/ N

SRS 2007

-L-

PO

T

Sta. 10

+00.0

0

-L-

PC Sta. 12

+28.5

1

-L-

PT

Sta. 15

+29.7

8

-L-

PC Sta. 17

+28.10

-L- P

T Sta. 20+52.5

8

-L- P

OT Sta. 22+00.0

0

PI Sta 13+79.24D

L = 301.27’T = 150.73’R = 3,599.85’

PI Sta 18+91.85D

L = 324.48’T = 163.76’R = 996.87’

-L-

SE = SEE PLANS SE = SEE PLANS

SE = SEE PLANS SE = SEE PLANS

-DRV1-

-DRV1- PT Sta. 10+50.00

-DRV1- POT Sta. 10+70.00-L- POT STA. 17+00.00=

-L-

PI Sta 10+15.03D

L = 25.77’T = 15.03’R = 20.00’

PI Sta 10+39.62D

L = 24.23’T = 13.85’R = 20.00’

-DRV1- PRC Sta. 10+25.77

-DRV1- PC Sta. 10+00.00

RE

VISIO

NS

HYDRAULICSROADWAY DESIGNENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

4 B-4953

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP

15

20’

20’

19’

NC

.00

.02.

01

.02

.01

.02

.02

.01N

C

-L- STA. 15+65.88BEGIN BRIDGE

-L- STA. 15+54.88BEGIN APPR. SLAB

-L- STA. 16+38.13END BRIDGE

-L- STA. 16+49.13END APPR. SLAB

20’

SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANSSEE SHEET 5 FOR -DRV1- PROFILESEE SHEET 5 FOR -L- PROFILE

-L- PT Sta. 15+29.78

-L- PC Sta. 17+28.10

3’-

4"

3’-

4"

26’-8"

NTS

TYPE III

TYPE IIITYPE III

TYPE III

PS - "PAVED SHOULDER"

SBG

SBG

SBG - "SHOULDER BERM GUTTER"

RAILALASKA

535

535

535

535

535

540

540

540

540

540

540

540

540

540

540

540

540

545

545

545

545

545

545

545

545

550

550

550

550

550

550

550

550

550

550

550

555

555

555

555

555

555

555

555

555

555

560

560

560

560

560

560

560

560

560

565

565

565

565

565

565

565

565

565

570

570

570

570

570

570

570

570

570

570

575

575

575

575

575

580

CF

C

C

C

C

CF

F

C

C F

F

C

C

C

C

C

F

F

F

F

CF

F

R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Wetland_Strea

m\B

4953_Hyd

_prm

_wet_

Work

Pad.d

gn

mkelly

3/3

1/2014

TEMP. WORK PAD

Scale: 1"= 100’

0’ 100’ 200’ 300’100’

SHEET __ OF __PERMIT DRAWING

GRASS LAWN

GRASS LAWNGRASS LAWN

PASTURE

REMOVE

RETAIN

PIPE CLEAN OUTPIPE CLEAN OUT

PIPE CLEAN OUT

PIPE CLEAN OUTSEE DETAIL B

CL B RIP RAP

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

T

T

T

12" RCP

15" HDPE

12" RCP

15" RCP

18" CMP

15" HDPE

18" RCP

18"

RC

P

15" RCP

1SBKD

1SFD

QU

AK

ER

CR

EE

K

1SFD

CO

NC

OLD MILL

DAM

S

SS

1SFD

METAL SHED

TO NC 11

9

10’ GRAVE

L

8’ G

RA

VE

L

10’ S

OIL

PASTURE

5’ WW

10’ G

RA

VE

L

10’ B

ST

10’ B

ST

10’ G

RAVEL

8’ S

OIL

8’ GRAVEL

GRAVEL

WELL

T

50’ P

RIV

AT

E

DRIV

E

WOODS

5’WW

60.0

0’

EXISTING R/W

EXISTING R/W

WOODS

WOODS

HOUSEWELL

4’

WW

EXISTING R/W

EXISTIN

G R/W

EXISTIN

G R/W

3

5’W

W

7’ G

RA

VE

L

INV.=548.92’

SR 1912 DICKEY MILL ROAD 18’ BST

SR 1912 DICKEY MILL

ROAD 18’ BST

GATEJBPOSSIBLE

60.0

0’

EXISTING R/W

EXISTING R/W

TO NC 49

SEPTIC FIELDPOSSIBLE

ELEV = 541.98’SEE SHEET 1-C

BM #2

NA

D 83/ N

SRS 2007

-L-

PO

T

Sta. 10

+00.0

0

-L-

PC Sta. 12

+28.5

1

-L-

PT

Sta. 15

+29.7

8

-L-

PC Sta. 17

+28.10

-L- P

T Sta. 20+52.5

8

-L- P

OT Sta. 22+00.0

0

PI Sta 13+79.24D

L = 301.27’T = 150.73’R = 3,599.85’

PI Sta 18+91.85D

L = 324.48’T = 163.76’R = 996.87’

-L-

SE = SEE PLANS SE = SEE PLANS

SE = SEE PLANS SE = SEE PLANS

-DRV1-

-DRV1- PT Sta. 10+50.00

-DRV1- POT Sta. 10+70.00-L- POT STA. 17+00.00=

-L-

PI Sta 10+15.03D

L = 25.77’T = 15.03’R = 20.00’

PI Sta 10+39.62D

L = 24.23’T = 13.85’R = 20.00’

-DRV1- PRC Sta. 10+25.77

-DRV1- PC Sta. 10+00.00

RE

VISIO

NS

HYDRAULICSROADWAY DESIGNENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

4 B-4953

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP

15

20’

20’

19’

NC

.00

.02.

01

.02

.01

.02

.02

.01N

C

-L- STA. 15+65.88BEGIN BRIDGE

-L- STA. 15+54.88BEGIN APPR. SLAB

-L- STA. 16+38.13END BRIDGE

-L- STA. 16+49.13END APPR. SLAB

20’

SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANSSEE SHEET 5 FOR -DRV1- PROFILESEE SHEET 5 FOR -L- PROFILE

-L- PT Sta. 15+29.78

-L- PC Sta. 17+28.10

3’-

4"

3’-

4"

26’-8"

NTS

TYPE III

TYPE IIITYPE III

TYPE III

PS - "PAVED SHOULDER"

SBG

SBG

SBG - "SHOULDER BERM GUTTER"

RAILALASKA

CF

C

C

C

C

CF

F

C

C F

F

C

C

C

C

C

F

F

F

F

CF

F

RE

VISIO

NS

HYDRAULICSROADWAY DESIGNENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

Scale: 1"= 30’

0’ 30’30’

SHEET __ OF __PERMIT DRAWING

R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Wetland_Strea

m\B

4953_Hyd

_prm

_wet_

Work

Pad

BU.d

gn

mkelly

3/3

1/2014

PASTURE

GRASS LAWNGRASS LAWN

GRASS LAWN

TEMP. WORK PAD

REMOVE

RETAIN

18"

14 15 16 17 1814 15 16 17 1814 15 16 17 1814 15 16 17 18

T

18" CMP

15" HDPE

QU

AK

ER

CR

EE

K

CO

NC

OLD MILL

DAM

10’ S

OIL

5’ WW

10’ G

RA

VE

L

10’ G

RAVEL

8’ S

OIL

T

WOODS

4’

WW

GATE

60.0

0’

EXISTING R/W

EXISTING R/W

SEPTIC FIELDPOSSIBLE

ELEV = 541.98’SEE SHEET 1-C

BM #2

535

535

535

540

540

540

540

540

540

540

540

540

545

545

545

545

545

545

545

545

550

550

550

550

550

550

550

555

555

555

555

555

555

560

560

560

560

565

CF

C

C

C

C

CF

F

C

C F

F

C

C

C

C

C

F

F

F

F

CF

F

RE

VISIO

NS

HYDRAULICSROADWAY DESIGNENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

Scale: 1"= 30’

0’ 30’30’

SHEET9 99999999__ OF __PERMIT DRAWING

R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Wetland_Strea

m\B

4953_Hyd

_prm

_wet_

Work

Pad

BU.d

gn

mkelly

3/3

1/2014

PASTURE

GRASS LAWNGRASS LAWN

GRASS LAWN

TEMP. WORK PAD

REMOVE

RETAIN

18"

14 15 16 17 1814 15 16 17 1814 15 16 17 1814 15 16 17 18

T

18" CMP

15" HDPE

QU

AK

ER

CR

EE

K

CO

NC

OLD MILL

DAM

10’ S

OIL

5’ WW

10’ G

RA

VE

L

10’ G

RAVEL

8’ S

OIL

T

WOODS

4’

WW

GATE

60.0

0’

EXISTING R/W

EXISTING R/W

SEPTIC FIELDPOSSIBLE

ELEV = 541.98’SEE SHEET 1-C

BM #2

CF

C

C

C

C

CF

F

C

C F

F

C

C

C

C

C

F

F

F

F

CF

F

PI = 10+30.00EL = 552.15’

(-)0.8667%(+)2.0000%

.02

.02.02

R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Wetland_Strea

m\B

4953_H

yd_prm

_wet_

PFL_

PS

H05.d

gn

mkelly

3/3

1/2014

SHEET __ OF __PERMIT DRAWING

10.00’

1:5.1

+/-50 TONSCLASS B RIP RAP

+/-135 TONSCLASS I RIP RAP

TEMP. WORK PAD

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

5/28/99

SHEET NO.PROJECT REFERENCE NO.

HYDRAULICSROADWAY DESIGNENGINEER ENGINEER

5B-4953

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

-L-

10 11 12 13 14 15 16 17 18 19 20 21

520

530

540

550

560

570

580

520

530

540

550

560

570

580

BEGIN GRADE -L- STA. 14+00.00ELEV. = 550.55’ ELEV. = 555.89’

END GRADE -L- STA. 17+50.00

SEE SHEET 4 FOR PLAN VIEW

ELEV. = 552.41’BEGIN GRADE -DRV1- STA. 10+00.00

ELEV. = 552.75’END GRADE -DRV1- STA. 10+60.00

SEE SHEET 4 FOR PLAN VIEW

10

510

520

530

540

550

560

570

510

520

530

540

550

560

570

K = 26 (DS = 25 MPH)

K = 26 (DS = 25 MPH)

PI = 14+95.00EL = 547.14’

(-)3.5895% (+)2.3111%

VC = 155’

PI = 16+75.00EL = 551.30’

(+)2.3111%(+)6.120

0%

VC = 100’

VC = 60’K = 21 (DS > 20 MPH)

CL

Elev.= 535.4’+/-12/10/12 WS

LEAVE FOOTINGREMOVE ENCASEMENT AND

STR. PAY ITEMTO EL. 541.5’ (+/- 65cy)ABUTMENT EXCAVATION

STR. PAY ITEMTO EL. 543.1’ (+/- 63cy)ABUTMENT EXCAVATION

CROWN GRADE ELEV.= 549.61’90 SKEW1 @ 70’, 24" CORED SLABSTA. 16+02 -L-

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

FT

DATE OF SURVEY

W.S. ELEVATIONAT DATE OF SURVEY FT

= 2100

= 25

= 544.4

= 3000

= 100

= 545.5

= 3700

= 100+/-

= 548.2

=

= 12/10/12

= 535.4+/-

RR SPIKE IN BASE OF 19" RIVER BIRCHL STATION 15+31.00 105’ RIGHTN 871551 E 1908470BM2 ELEVATION = 541.98’

RR SPIKE IN BASE OF 20" PINEDIST. 652.80’L STATION 10+00.00 S 76 22’ 6.55" WN 871566 E 1907315BM1 ELEVATION = 602.90’

10

510

520

530

540

550

560PI = 10+55.00EL = 547.91’

(-)13.8727%(+)1.9481%

10

510

520

530

540

550

560

PI = 10+10.00EL = 545.93’

(+)7.8

000%

PI = 10+27.00EL = 549.47’

(+)20.82

35% (+)4.

9951%

11 11 11

VC = 15’

BEGIN GRADE -DRV2- STA. 10+00.00

ELEV. = 555.54’

K = 1 (DS < 15 MPH)

END GRADE -DRV2- STA. 10+62.70ELEV. = 548.06’

ELEV. = 545.15’

BEGIN GRADE -DRV2A- STA. 10+00.00

ELEV. = 549.98’END GRADE -DRV2A- STA. 10+37.21

VC = 17’K = 1 (DS < 15 MPH)

VC = 17’K = 1 (DS < 15 MPH)

-DRV1- -DRV2- -DRV2A-

mslauffer

Text Box

11 of 11

BUFFER IMPACTS PERMIT

SHEET __ OF __BUFFER DRAWING

R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Buffer\

B4953_H

yd_prm

_buf_

TS

H.d

gn

mkelly

3/3

1/2014

QUAKER CREEK

THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.

4

QUAKER CREEK

TO NC 49

TO NC 11

9

-L- SR 1912 (DICKEY MILL ROAD) -L- SR 1

912 (DIC

KEY MILL RO

AD)

BEGIN BRIDGE-L- STA. 15+65.88

END BRIDGE-L- STA. 16+38.13

STA. 14+00.00 -L- BEGIN TIP PROJECT B-4953

STA. 17+50.00 -L- END TIP PROJECT B-4953

JANUARY 20, 2015

DANIEL W. GARDNER, JR., PE

JAMES A. SPEER, PE

ALAMANCE COUNTY

BRIDGE NO. 64 ON SR 1912 (DICKEY MILL ROAD)

OVER QUAKER CREEK

25 50 10050

25 50 10050

5 10 20 10

DHV

D

T

V

=

=

=

=

=

=

600

13

60

3

%

%

MPH

ADT

ADT 2035

% *

* TTST 1% DUAL 2%

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

FUNC CLASS=RURAL LOCAL

VICINITY MAP

1.0

.6

.2 .1.1

.2

.3

.2

.5

.4

.6

.4

1.2

1.4

.9.4

1.0

.3

1.0 .4

.4

.82.0

1.8

.8

.2

.1

.2

.2

1.2

1.5

.5

1.3

.5

.2

.6

.1

.6

.2

1.5

.3

1.3

1.2

.2

.1

.2

.4

1.1

Creek

Scrub

Creek

Cre

ek

Quaker

Cre

ek

Stagg

Quaker Creek

Res.

Creek

.6

1.10

.90

1.8

0

17561794

17931999

1995

1990

1911

1910

1912

1910

1912

1913

1002

1914

2005

1918

19871918

1917

1919

1917

1915

1921

1912

1921 1920

1921

1921

19161752

Cates Rd

Cobb

FarmTr

Cris

p

Tr

Cru

mpto

n

Tr

John

Lewis Rd

Ridge

Tr

Ellis

Jeffers

on

Albert

Jefferies

Rd

Willia

mAlle

nRd

Vaughn

Ln

Hester

Rd

Barn

ett

Rd

Rd

Thomas Rd

Dicke

yMill

Rd

Driveway

Berm

uda

Tr

HighRock

Rd

Store

Rd

Lync

h

Mrs

White

Rd

Virginia

Pine

Tr

Fuller

Rd

Landi

Ln

White

Level

Rd

Tula

La

mbert

Rd

Rd

Mebane

Rogers

Rd

Johnso

n

Rd

King

Headen

Tr

Haith

Fuller

Tr

Miles

Cha

pel

Rd

St

Rd

Albert St R

dGreen

Valley Blvd

Rd

Swann Rd

Level

Rd

Wyatt

Ln

Masse

y

MHP

Whip

poorwill

Tr

Rd

SeamstersMHP

Ray Massey

Tr

Winding Tr

Village MHP

Spring

Loop

Convenie

nt

Dr

Rd

Michelle

Dr

Deer

Run T

r

Qua

ker

Lake

Tr

Foxcliff

Dr

Millstone

Ln

ValleyHighD

r

Hom

e

Ct

Ray Clark

MHP

Pennstar

Tr

Quaker

Rid

ge

Rd

Knollwood

Summit Ridge Rd

St

.1

.10 .09 .0

9

.12

.08

.01

.20

.20

.05

.06

.05

.15

Green

waySt

Pine

brook

Anderson.36

.41

.11

.05

.18.13

.09

.10

.13

.10

.15

.01 .35

.11

.14

.06

Loop

Black

Cre

ek

Tr

.35

G

F

F KimesChapel

F

MilesChapel

G

LongsChapel

CrossroadsCh.

broken at Culvert 65

.08

20432042 Foxfire Ln.

Blue

Moon

Tr.

.22

1909

(49

(49

(119

(119

.32

.25 2042

2044.40

Sundance

Gro

ve

QuakerCreekRes.

QuakerCreekRes.

PROJECT B-4953

1912

DETOUR ROUTE

TOTAL LENGTH OF TIP PROJECT B-4953 = 0.066 MILES

"SUB-REGIONAL TIER"

2015 4520

0

0

PROFILE (HORIZONTAL)

40078.1.1 PE

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATA Prepared in the Office of:

SIGNATURE:

SIGNATURE:

P.E.

P.E.

DIVISION OF HIGHWAYS

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEERROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

1000 Birch Ridge Dr., Raleigh NC, 27610

CO

NT

RA

CT:

C20

3516

TIP P

ROJE

CT:

B-4

953

DE

PA

RT

ME

NT

OF TRANSPO

RT

ATIO

N

ST

A

TE

OF NORTHCA

RO

LIN

A

GRADING, DRAINAGE, PAVING, AND STRUCTURE

-DRV1-

-DRV1- STA. 10+00.00BEGIN CONSTRUCTION

45

LENGTH STRUCTURE TIP PROJECT B-4953 = 0.014 MILES

LENGTH ROADWAY TIP PROJECT B-4953 = 0.052 MILES

-L- STA. 11+50.00BEGIN CONSTRUCTION

-L- STA. 21+20.00END CONSTRUCTION

See Sheet 1-C For Survey Control Sheet See Sheet 1-B For Conventional Plan Sheet Symbols

See Sheet 1-A For Index of Sheets

NSRS 2007

NA

D 83/

CLEARING ON THIS PROJECT SHALL BE PREPARED TO THE LIMITS ESTABLISHED BY METHOD II.

R/W & UTILITIESBRZ-1912(2)

BRZ-1912(2)

40078.2.FD1

B-4953

JANUARY 28, 2014

40078.3.FD1 BRZ-1912(2) CONST.

QU

AK

ER

CR

EE

K

1 4

Scale: 1"= 100’

0’ 100’ 200’ 300’100’

R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Buffer\

B4953_Hyd

_prm

_buf_

PS

H04.d

gn

mkelly

3/3

1/2014

SHEET __ OF __BUFFER DRAWING

GRASS LAWN

GRASS LAWN

PASTURE

GRASS LAWN

REMOVE

RETAIN

PIPE CLEAN OUTPIPE CLEAN OUT

PIPE CLEAN OUT

PIPE CLEAN OUTSEE DETAIL B

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

10

1112

1314 15 16 17 18

19

20

21

T

T

T

12" RCP

15" HDPE

12" RCP

15" RCP

18" CMP

15" HDPE

18" RCP

18"

RC

P

15" RCP

1SBKD

1SFD

QU

AK

ER

CR

EE

K

1SFD

CO

NC

OLD MILL

DAM

S

SS

1SFD

METAL SHED

TO NC 11

9

10’ GRAVE

L

8’ G

RA

VE

L

10’ S

OIL

PASTURE

5’ WW

10’ G

RA

VE

L

10’ B

ST

10’ B

ST

10’ G

RAVEL

8’ S

OIL

8’ GRAVEL

GRAVEL

WELL

T

50’ P

RIV

AT

E

DRIV

E

ALBERT S. HIGHTOWER

ROY & HAZEL HIGHTOWER

WOODS

DAVID N. MASSEY

DAVID N. MASSEY

ALICE M. ALLEN

5’WW

60.0

0’

EXISTING R/W

EXISTING R/W

DAVID N. MASSEY

WOODS

WOODS

HOUSEWELL

4’

WW

EXISTING R/W

EXISTIN

G R/W

EXISTIN

G R/W

CLYDE & CARLENE B. WOODS

RODNEY & TYRA WOODS

3

5’W

W

7’ G

RA

VE

L

INV.=548.92’

SR 1912 DICKEY MILL ROAD 18’ BST

SR 1912 DICKEY MILL

ROAD 18’ BST

GATEJBPOSSIBLE

60.0

0’

EXISTING R/W

EXISTING R/W

TO NC 49

SEPTIC FIELDPOSSIBLE

ELEV = 541.98’SEE SHEET 1-C

BM #2

NA

D 83/ N

SRS 2007

-L-

PO

T

Sta. 10

+00.0

0

-L-

PC Sta. 12

+28.5

1

-L-

PT

Sta. 15

+29.7

8

-L-

PC Sta. 17

+28.10

-L- P

T Sta. 20+52.5

8

-L- P

OT Sta. 22+00.0

0

PI Sta 13+79.24D

L = 301.27’T = 150.73’R = 3,599.85’

PI Sta 18+91.85D

L = 324.48’T = 163.76’R = 996.87’

-L-

SE = SEE PLANS SE = SEE PLANS

SE = SEE PLANS SE = SEE PLANS

-DRV1-

-DRV1- PT Sta. 10+50.00

-DRV1- POT Sta. 10+70.00-L- POT STA. 17+00.00=

-L-

PI Sta 10+15.03D

L = 25.77’T = 15.03’R = 20.00’

PI Sta 10+39.62D

L = 24.23’T = 13.85’R = 20.00’

-DRV1- PRC Sta. 10+25.77

-DRV1- PC Sta. 10+00.00

RE

VISIO

NS

HYDRAULICSROADWAY DESIGNENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

4 B-4953

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP

15

20’

20’

19’

NC

.00

.02.

01

.02

.01

.02

.02

.01N

C

-L- STA. 15+65.88BEGIN BRIDGE

-L- STA. 15+54.88BEGIN APPR. SLAB

-L- STA. 16+38.13END BRIDGE

-L- STA. 16+49.13END APPR. SLAB

20’

SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANSSEE SHEET 5 FOR -DRV1- PROFILESEE SHEET 5 FOR -L- PROFILE

-L- PT Sta. 15+29.78

-L- PC Sta. 17+28.10

3’-

4"

3’-

4"

26’-8"

NTS

TYPE III

TYPE IIITYPE III

TYPE III

PS - "PAVED SHOULDER"

SBG

SBG

SBG - "SHOULDER BERM GUTTER"

RAILALASKA

1

1

2

3

ALLOWABLE IMPACTS ZONE 1

ALLOWABLE IMPACTS ZONE 2

CF

C

C

C

C

CF

F

C

C F

F

C

C

C

C

C

F

F

F

F

CF

F

42

ALLOWABLE IMPACTS ZONE 1

ALLOWABLE IMPACTS ZONE 2RE

VISIO

NS

HYDRAULICSROADWAY DESIGNENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

Scale: 1"= 30’

0’ 30’30’

SHEET __ OF __BUFFER DRAWING

R:\

Hydra

ulics\P

ER

MIT

S_E

nviro

nm

ental\

Dra

win

gs\

Buffer\

B4953_Hyd

_prm

_buf_

PS

H04

BU.d

gn

mkelly

3/3

1/2014

GRASS LAWN

GRASS LAWN

PASTURE

GRASS LAWN

REMOVE

RETAIN14 15 16 17 1814 15 16 17 1814 15 16 17 1814 15 16 17 18

T

18" CMP

15" HDPE

QU

AK

ER

CR

EE

K

CO

NC

OLD MILL

DAM

10’ S

OIL

5’ WW

10’ G

RA

VE

L

10’ G

RAVEL

8’ S

OIL

T

WOODS

4’

WW

INV.=548.92’

GATE

60.0

0’

EXISTING R/W

EXISTING R/W

SEPTIC FIELDPOSSIBLE

ELEV = 541.98’SEE SHEET 1-C

BM #2

CF

C

C

C

C

CF

F

C

C F

F

C

C

C

C

C

F

F

F

F

CF

F

3 4

Rev. May 2006

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)

15+08 to 16+71-L- X 1159.0 1500.0 2659.0

15+67 to 16+37-L- X 1261.0 137.0 1398.0

TOTAL: 2420.0 1637.0 4057.0 0.0 0.0 0.0

IMPACT

BUFFER IMPACTS SUMMARY

TYPE

SITE NO.STRUCTURE SIZE /

TYPESTATION

(FROM/TO)

ALLOWABLE MITIGABLEBUFFER

REPLACEMENT

SHEET OF

PROJECT: 40078.1.1 (B-4953)

3/31/2014

N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS

ALAMANCE COUNTY

4 4

QUAKER CREEK

THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.

4

QUAKER CREEK

TO NC 49

TO NC 1

19

-L- SR 1912 (DICKEY MILL ROAD) -L- SR

1912 (D

ICKEY MI

LL ROAD)

BEGIN BRIDGE

-L- STA. 15+65.88

END BRIDGE

-L- STA. 16+38.13

STA. 14+00.00 -L- BEGIN TIP PROJECT B-4953

STA. 17+50.00 -L- END TIP PROJECT B-4953

JANUARY 20, 2015

DANIEL W. GARDNER, JR., PE

JAMES A. SPEER, PE

ALAMANCE COUNTY

BRIDGE NO. 64 ON SR 1912 (DICKEY MILL ROAD)

OVER QUAKER CREEK

25 50 10050

25 50 10050

5 10 20 10

DHV

D

T

V

=

=

=

=

=

=

600

13

60

3

%

%

MPH

ADT

ADT 2035

% *

* TTST 1% DUAL 2%

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

FUNC CLASS=RURAL LOCAL

VICINITY MAP

1.0

.6

.2 .1.1

.2

.3

.2

.5

.4

.6

.4

1.2

1.4

.9.4

1.0

.3

1.0 .4

.4

.8

2.0

1.8

.8

.2

.1

.2

.2

1.2

1.5

.5

1.3

.5

.2

.6

.1

.6

.2

1.5

.3

1.3

1.2

.2

.1

.2

.4

1.1

Creek

Scrub

Creek

Cre

ek

Quaker

Cre

ek

Stagg

Quaker Creek

Res.

Creek

.6

1.10

.90

1.8

0

17561794

17931999

1995

1990

1911

1910

1912

1910

1912

1913

1002

1914

2005

1918

19871918

1917

1919

1917

1915

1921

1912

1921 1920

1921

1921

19161752

Cates Rd

Cobb

Farm

Tr

Cris

p

Tr

Cru

mpto

n

Tr

John

LewisRd

Ridge

Tr

Ellis

Jeffers

on

Albert

Jefferies

Rd

Willia

mAllen

Rd

Vaughn

Ln

Hester

Rd

Barn

ett

Rd

Rd

Thomas Rd

Dicke

yMill

Rd

Driveway

Berm

uda

Tr

High

Rock

Rd

Store

Rd

Lynch

Mrs

White

Rd

Virginia

Pine

Tr

Fuller

Rd

Landi

Ln

White

Level

Rd

Tula

La

mbert

Rd

Rd

Mebane

Rogers

Rd

Johnson

Rd

King

Headen

Tr

Haith

Fuller

Tr

Miles

Chapel

Rd

St

Rd

Albert St R

dGreen

Valley Blvd

Rd

Swann Rd

Level

Rd

Wyatt

Ln

Massey

MHP

Whip

poorwill

Tr

Rd

Seamsters

MHP

Ray Massey

Tr

Winding Tr

Village MHP

Spring

Loop

Convenie

nt

Dr

Rd

Mich

elle

Dr

Deer

Run T

r

Quaker

Lake

Tr

Foxcliff

Dr

Millsto

ne

Ln

Valley

HighD

r

Home

Ct

Ray Clark

MHP

Pennstar

Tr

Quaker

Rid

ge

Rd

Knollwood

Summit Ridge Rd

St

.1

.10

.09 .09

.12

.08

.01

.20

.20

.05

.06

.05

.15

Green

way

St

Pine

brook

Anderson.36

.41

.11

.05

.18.13

.09

.10

.13

.10

.15

.01 .35

.11

.14

.06

Loop

Black

Cr

eek

Tr

.35

G

F

F KimesChapel

F

MilesChapel

G

Longs

Chapel

CrossroadsCh.

broken at Culvert 65

.08

20432042 Foxfire Ln.

Blue

Moon

Tr.

.22

1909

(49

(49

(119

(119

.32

.25 2042

2044.40

Sundance

Gro

ve

QuakerCreekRes.

QuakerCreekRes.

PROJECT B-4953

1912

DETOUR ROUTE

TOTAL LENGTH OF TIP PROJECT B-4953 = 0.066 MILES

"SUB-REGIONAL TIER"

2015 4520

0

0

PROFILE (HORIZONTAL)

40078.1.1 PE

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

1

DESIGN DATA Prepared in the Office of:

SIGNATURE:

SIGNATURE:

P.E.

P.E.

DIVISION OF HIGHWAYS

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

GRAPHIC SCALES

PLANS

PROFILE (VERTICAL)

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

LOCATION:

TYPE OF WORK:

09/08/99

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

0

00

28-J

AN-2014 14:3

9R:\

Road

way\

Proj\b4953_rdy

_tsh.d

gn

$$$$

US

ER

NA

ME$$$$

1000 Birch Ridge Dr., Raleigh NC, 27610

CO

NT

RA

CT:

TIP P

ROJE

CT:

B-4953

DE

PA

RT

ME

NT

OF TRANSPO

RT

ATIO

N

ST

A

TE

OF NORTHC

A

RO

LIN

A

GRADING, DRAINAGE, PAVING, AND STRUCTURE

-DRV1-

-DRV1- STA. 10+00.00

BEGIN CONSTRUCTION

45

LENGTH STRUCTURE TIP PROJECT B-4953 = 0.014 MILES

LENGTH ROADWAY TIP PROJECT B-4953 = 0.052 MILES

-L- STA. 11+50.00

BEGIN CONSTRUCTION

-L- STA. 21+20.00

END CONSTRUCTION

See Sheet 1-C For Survey Control Sheet See Sheet 1-B For Conventional Plan Sheet Symbols

See Sheet 1-A For Index of Sheets

CLEARING ON THIS PROJECT SHALL BE PREPARED TO THE LIMITS ESTABLISHED BY METHOD II.

R/W & UTILITIESBRZ-1912(2)

BRZ-1912(2)

40078.2.FD1

B-4953

JANUARY 28, 2014

QU

AK

ER

CR

EE

K

NSRS 2007

NA

D 83/

Existing Edge of Pavement

Existing Curb

Proposed Slope Stakes Cut

Proposed Slope Stakes Fill

Existing Metal Guardrail

Existing Cable Guiderail

Proposed Guardrail

Equality Symbol

Pavement Removal

Baseline Control Point

RIGHT OF WAY:

Existing Right of Way Marker

Existing Right of Way Line

h

Existing Control of Access

Proposed Control of Access

Proposed Right of Way Line

C

F

Existing Easement Line

Proposed Temporary Construction Easement

Proposed Temporary Drainage Easement

Proposed Permanent Drainage Easement

Proposed Permanent Utility Easement

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Flow Arrow

Disappearing Stream

Spring

;

z

v

W

KProposed Lateral, Tail, Head Ditch

False Sump

Proposed Cable Guiderail

MAJOR:

Bridge, Tunnel or Box Culvert

Bridge Wing Wall, Head Wall and End Wall

MINOR:

Head and End Wall

Pipe Culvert

Footbridge

Paved Ditch Gutter

UTILITIES:

ROADS AND RELATED FEATURES:

Existing Power Pole

Proposed Power Pole

P

U/G Power Cable Hand Hole

Power Manhole

Power Line Tower

Power Transformer

Existing Joint Use Pole

Proposed Joint Use Pole

Existing Telephone Pole

Proposed Telephone Pole

Telephone Manhole

Telephone Booth

Telephone Pedestal

U/G Telephone Cable Hand Hole

R

}

T

p

Q

l

e

]

/

b

H-Frame Pole O O

POWER:

TELEPHONE:

Telephone Cell Tower

Recorded U/G Power Line

Recorded U/G Telephone Cable

Designated U/G Telephone Cable (S.U.E.*)

Recorded U/G Telephone Conduit

Designated U/G Telephone Conduit (S.U.E.*)

Recorded U/G Fiber Optics Cable

WATER:

Water Manhole

Water Meter

Water Valve

Water Hydrant

Recorded U/G Water Line

4

I

H

a

TV:

TV Satellite Dish

TV Pedestal

TV Tower

U/G TV Cable Hand Hole

Recorded U/G TV Cable

Recorded U/G Fiber Optic Cable

Designated U/G Fiber Optic Cable (S.U.E.*)

r

|

I]

GAS:

Gas Valve

Gas Meter

Recorded U/G Gas Line

n

c

SANITARY SEWER:

Sanitary Sewer Manhole

Sanitary Sewer Cleanout

U/G Sanitary Sewer Line

Recorded SS Forced Main Line

Designated SS Forced Main Line (S.U.E.*)

d

o

A/G Water

Above Ground Gas LineA/G Gas

Above Ground Water Line

Above Ground Sanitary Sewer A/G Sanitary Sewer

MISCELLANEOUS:

Utility Pole OF

S3

Utility Pole with Base

Utility Located Object

Utility Traffic Signal Box

Utility Unknown U/G Line

?

CONC

CONC WW

v

v

Drainage Box: Catch Basin, DI or JB

Storm Sewer

Storm Sewer Manhole m

U/G Tank; Water, Gas, Oil

A/G Tank; Water, Gas, Oil

BOUNDARIES AND PROPERTY:

State Line

County Line

Township Line

City Line

Reservation Line

Property Line

Existing Iron Pin

Property Corner

Property Monument

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence

g

F

123

Existing Wetland Boundary

Proposed Wetland Boundary

Existing Endangered Animal Boundary

Existing Endangered Plant Boundary

BUILDINGS AND OTHER CULTURE:

Area Outline

Gas Pump Vent or U/G Tank Cap

Church

School

Dam

Sign

Small Mine

Well

V

M

WW

S

x

Foundation

S

Building

y

y

VEGETATION:

Single Tree X

Y

Vineyard

Single Shrub

Hedge

Woods Line

Orchard

Vineyard

RAILROADS:

Standard Gauge

RR Signal Milepost

Switch

RR Abandoned

RR Dismantled

S

FLOW

Designated U/G Power Line (S.U.E.*)

Designated U/G Fiber Optics Cable (S.U.E.*)

Designated U/G Water Line (S.U.E.*)

Designated U/G TV Cable (S.U.E.*)

Designated U/G Gas Line (S.U.E.*)

U/G Test Hole (S.U.E.*)

*S.U.E. = Subsurface Utility Engineering

WLB

EIP

B

ECM

CONC HW

CB

CSX TRANSPORTATION

MILEPOST 35

SWITCH

Cemetery

EXISTING STRUCTURES:

Parcel / Sequence Number

E

AATUR

End of Information E.O.I.

Note: Not to ScaleSHEET NO.PROJECT REFERENCE NO.

1-B B-4953

Abandoned According to Utility Records

WLB

EAB

EPB

RW

RW

RW

CA

E

TDE

PDE

PUE

S

P

P

T

T

TC

TC

T FO

T FO

W

W

TV

TV

TV FO

TV FO

G

G

SS

FSS

FSS

?UTL

Jurisdictional Stream JS

04/16/11

Buffer Zone 1

Buffer Zone 2

BZ 1

BZ 2

Wetland

Proposed Permanent Easement with

Iron Pin and Cap Marker

Proposed Temporary Utility Easement TUE

Iron Pin and Cap Marker

Proposed Right of Way Line with

DUEProposed Permanent Drainage / Utility Easement

AUEProposed Aerial Utility Easement

CRProposed Curb Ramp

STATE OF NORTH CAROLINADIVISION OF HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

UST

Known Soil Contamination: Area or Site

Potential Soil Contamination: Area or Site

Concrete or Granite R/W Marker

Proposed Right of Way Line with

CA Concrete C/A Marker

Proposed Control of Access Line with

-D

RV1-

>>

E = 1908585.7520

N = 871635.6295

STATION "BL-4"

NCDOT BASELINE

E = 1909074.7338

N = 871682.5981

STATION "BL-5"

NCDOT BASELINE

ELEV = 541.98

BM2

>

ELEV = 602.90BM1

BASELINE DATA

BENCHMARK DATA

NOTES

E = 1908034.1693

N = 871693.3827

STATION "BL-3"

NCDOT BASELINE

QU

AK

ER

CR

EE

K

TO NC 49

TO NC 119

19’ PAVED ROAD

-L- SR 1912 DICKEY MILL ROAD

10’ B

ST10’ B

ST

7’ G

RA

VE

L

8’ G

RA

VE

L

10’ G

RA

VEL

10’ G

RA

VE

LC

ON

C

8’ S

OIL

10’ G

RA

VEL

10’ SOIL

STA. 14+00.00-L- BEGIN TIP PROJECT B-4953

STA. 17+50.00-L- END TIP PROJECT B-4953

NC GRID

NAD 83/NSRS 2007

SHEET NO.PROJECT REFERENCE NO.

Location and Surveys

1-C

R:\

Road

way\

Proj\b4953_ls_1c.d

gn

12/01/2005

B-4953 SURVEY CONTROL SHEET

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

RR SPIKE IN BASE OF 20" PINE

S 76°22’6.55" W Dist 652.80

L STATION 10+00.00

N 871566 E 1907315

BM1 ELEVATION = 602.90

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

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

RR SPIKE IN BASE OF 19" RIVER BIRCH

L STATION 15+31.00 105 RIGHT

N 871551 E 1908470

BM2 ELEVATION = 541.98

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

L

TYPE STATION NORTH EASTPOT 10+00.00 871720.3180 1907949.6830

PC 12+28.51 871687.4079 1908175.8123

PT 15+29.78 871656.5370 1908475.4191

PC 17+28.10 871644.4811 1908673.3680

PT 20+52.58 871677.3845 1908994.8699

POT 22+00.00 871715.9683 1909137.1549

5 BL-5 871682.5981 1909074.7338 576.84 21+31.02 15.87 RT

4 BL-4 871635.6295 1908585.7520 550.11 16+41.18 14.16 RT

3 BL-3 871693.3827 1908034.1693 566.84 10+87.48 14.49 RT

2 B4953-2 871810.7850 1907427.4070 597.69 OUTSIDE PROJECT LIMITS

1 B4953-1 872257.5280 1906866.1960 619.11 OUTSIDE PROJECT LIMITS

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

POINT DESC. NORTH EAST ELEVATION L STATION OFFSET

BL

DATUM DESCRIPTION

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT

IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY

NCDOT FOR MONUMENT "B4953-2"

WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF

NORTHING: 871810.785(ft) EASTING: 1907427.407(ft)

ELEVATION: 597.69’(ft)

THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT

(GROUND TO GRID) IS: 0.9999702313

THE N.C. LAMBERT GRID BEARING AND

LOCALIZED HORIZONTAL GROUND DISTANCE FROM

-L- PRELIMINARY DRAINAGE UTILITY EASEMENT

ALIGN STATION OFFSET NORTH EASTL 13+70.00 30.35 871639.6026 1908313.0069

L 13+70.00 45.00 871625.0357 1908311.4686

L 15+29.78 45.00 871611.6203 1908472.6835

L 17+28.10 45.00 871599.5643 1908670.6324

L 17+68.00 45.00 871597.8624 1908712.3150

L 17+75.00 58.00 871584.7372 1908719.4541

L 17+84.00 53.00 871589.6491 1908729.0050

B-4953

THE FILES TO BE FOUND ARE AS FOLLOWS:

B4953_ls_control.txt

https://connect.ncdot.gov/resources/Location/Pages/default.aspx

BY SELECTING PROJECT CONTROL DATA AT:

1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY

SURVEYS UNIT.

IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND

SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT.

.02 .02 .08

4:1

GRADE

POINT

GRADE TO THIS LINE

CL

2:1

GROUNDEXISTING

GROUNDEXISTING

TYPICAL SECTION NO. 1

USE TYPICAL SECTION NO. 1

10’

20’

-L-

TYPICAL SECTION NO. 3

USE TYPICAL SECTION NO. 3

DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

SHEET NO.PROJECT REFERENCE NO.

ROADWAY DESIGNENGINEER ENGINEER

2 B-4953

PAVEMENT DESIGN

6/2/99

28-J

AN-2014 14:3

9R:\

Road

way\

Proj\b4953_rdy_typ.d

gn

$$$$

US

ER

NA

ME$$$$

NOTE: TRANSITION FROM TYPICAL SECTION NO. 1 TO EXISTING

10’8’

NOTE: TRANSITION FROM EXISTING TO TYPICAL SECTION NO. 1

-L- STA. 14+00.00 TO STA. 14+50.00

.02

GRADE

POINT

GRADE TO THIS LINE

CL

.08

GROUNDEXISTING

.08

TYPICAL SECTION NO. 2

GROUNDEXISTING

2:1

4’ 2’

3:1

2’

USE TYPICAL SECTION NO. 2

3:1

-L- STA. 17+00.00 TO STA. 17+50.00

*-DRV1- STA. 10+00.00 TO STA. 10+20.00

DETAIL FOR WEARING SURFACE ON CORED SLAB BRIDGE

GRADEPOINT

10’10’

CL-L-

.02 .02

30’ OUT TO OUT

MIN.MIN.

Detail Showing Method of Wedging

C SURVEY L

3’

6’ W/GR

.08

3’

6’ W/GR

1’-8"1’-8" 26’-8"

-L- STA. 14+50.00 TO STA. 15+65.88 (BEGIN BRIDGE)

-L- STA. 16+38.13 (END BRIDGE) TO STA. 17+00.00

-L- STA. 15+65.88 (BEGIN BRIDGE) TO STA. 16+38.13 (END BRIDGE)

.02

6"

6.5"

C1 C1

E1 E1 TT

T TJ

W W

C1 C1

3" 3"

E2 E2

C1 C1C2 C2

U U

-DRV1-

ALASKA RAIL ALASKA RAIL

1" 1"3’-4" 3’-4"

VAR 2:1 TO 6:1

-DRV1- STA. 10+20.00 TO STA. 10+50.00

12’

*VAR. 6.6’ TO 12’

CL BRG.5.25" @

CL BRG.5.25" @

CL BRG.8.5" @

PAVEMENT SCHEDULE

NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.

C1AT AN AVERAGE RATE OF 137.5 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.

PROP. APPROX. 2�" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,

PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,

AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO

BE PLACED IN LAYERS NOT TO EXCEED 1�" IN DEPTH.C2

AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.

PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,E1

PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,

AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO

THAN 5�" IN DEPTH.

BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2

J PROP. 6" AGGREGATE BASE COURSE.

EARTH MATERIAL.T

VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL).W

RETAIN

PIPE CLEAN OUTPIPE CLEAN OUT

PIPE CLEAN OUT

PIPE CLEAN OUT

15+41

BEGIN SBG

Slope

Ditch

Front

Ground

Natural

Geotextile

RE

VISIO

NS

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

4 B-4953

21-

AP

R-2014 14:5

6R:\

Road

way\

Proj\b4953_rdy_psh.d

gn

$$$$

US

ER

NA

ME$$$$

8/17/99

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP

15

20’

20’

19’

NC

.00

.02.0

1

.02

.01

.02

.02

.01N

C

-L- STA. 15+65.88BEGIN BRIDGE

-L- STA. 15+54.88BEGIN APPR. SLAB

-L- STA. 16+38.13END BRIDGE

-L- STA. 16+49.13END APPR. SLAB

20’

SEE SHEETS S-1 THRU S-? FOR STRUCTURE PLANSSEE SHEET 5 FOR -DRV1- PROFILESEE SHEET 5 FOR -L- PROFILE

-L- PT Sta. 15+29.78

-L- PC Sta. 17+28.10

3’-

4"

3’-

4"

26’-8"

NTS

TYPE III

TYPE IIITYPE III

TYPE III

PS - "PAVED SHOULDER"

SBG

SBG

SBG - "SHOULDER BERM GUTTER"

RAILALASKA

R/

W

RE

VISIO

N 04-22-14 (D

WG) -

RE

VIS

ED

TH

E

TC

E

ON P

AR

CE

L 1 (D

AVID

N.

MAS

SE

Y) F

OR

TH

E

AD

DITIO

N

OF -

DR

V2-

AN

D -

DR

V2

A-

LO

CA

TA

TE

D

AT -

L-

ST

A. 15+00.0

0

LT.

GRAU 350

10

15

20

-L-

PO

T

Sta. 10

+00.0

0

-L-

PC Sta. 12

+28.5

1

-L-

PT

Sta. 15

+29.7

8

-L-

PC Sta. 17

+28.10

-L- P

T Sta. 20+52.5

8

-L- P

OT Sta. 22+00.0

0

PI Sta 13+79.24

D

L = 301.27’

T = 150.73’

R = 3,599.85’

PI Sta 18+91.85

D

L = 324.48’

T = 163.76’

R = 996.87’

20’

19’

20’

19’

.00

.02

.02.0

1

NC

.00

.02.0

1

.02

.01

.02

.02

.01N

C

+00.0

0 50’ TAPER

LT. & RT.20’

INC.TYP.

50’ TAPER

LT. & RT.

20’

INC.TYP.

-L-

-L- STA. 14+00.00BEGIN STATE PROJECT B-4953

-L- STA. 17+50.00END STATE PROJECT B-4953

SE = SEE PLANS SE = SEE PLANS

TYPE TL-2

NOTE: PAVE ALL DRIVES TO BACK OF TURNOUT RADIUS

TYPE TL-2 12’

TYP.10’R

12’

SE = SEE PLANS SE = SEE PLANS

-DRV1-

-DRV1- PT Sta. 10+50.00

-DRV1- POT Sta. 10+70.00

-L- POT STA. 17+00.00=

-DRV1- HORIZONTAL ALIGNMENTINSET A

-L-

PI Sta 10+15.03

D

L = 25.77’

T = 15.03’

R = 20.00’

PI Sta 10+39.62

D

L = 24.23’

T = 13.85’

R = 20.00’

-DRV1- PRC Sta. 10+25.77

-DRV1- PC Sta. 10+00.00

+50.0

0

-L- STA. 11+50.00BEGIN CONSTRUCTION

8:1

8:1TYPE TL-2

-L- POT STA. 15+00.00=

-DRV2- POT Sta. 10+72.70

-DRV2- PT Sta. 10+58.76

INSET B

-DRV2- PC Sta. 10+19.28

-DRV2- POT Sta. 10+00.00

-DRV2A- PC Sta. 10+00.00

-DRV2A- P0T Sta. 10+43.26

-DRV2- POC Sta. 10+40.00=

-DRV2-/-DRV2A- HORIZONTAL ALIGNMENT

-DRV2A- PT Sta. 10+35.58

12’

12’

NC

NC

NC

SE = SEE PLANS

-DRV2-

SE = SEE PLANS

PI Sta 10+40.12

D

L = 39.48’

T = 20.83’

R = 50.00’

-DRV2A-

PI Sta 10+18.18

D

L = 35.58’

T = 18.18’

R = 70.00’

-L-

-L- STA. 21+20.00END CONSTRUCTION

-DRV1- STA. 10+00.00BEGIN CONSTRUCTION

-DRV1- STATIONINGSEE ’INSET A’ FOR

BRIDGEREMOVE EXISTING

LT. & RT.20’ TAPER

TYP.10’R

-DRV2- STA. 10+00.00BEGIN CONSTRUCTION

STATIONING-DRV2- & -DRV2A-SEE ’INSET B’ FOR

12’

TYP.10’R

CF

T

T

T

12" RCP

15" HDPE

12" RCP

15" RCP

18" CMP

15" HDPE

18" RCP

18"

RC

P

15" RCP

1SBKD

1SFD

QU

AK

ER

CR

EE

K

1SFD

CO

NC

EIP

EIP

EIP

OLD MILL

DAM

S

SS

1SFD

METAL SHED

TO NC 1

19

10’ G

RAVEL

8’ G

RA

VE

L

10’ S

OIL

PASTURE

5’ WW

10’ G

RA

VE

L

10’ B

ST

10’ B

ST

EIP

EIP10’ G

RAVEL

8’ S

OIL

8’ GRAVEL

GRAVEL

WELL

T

194.5

5’

184.4

1’

EIP

50’ P

RIV

AT

E

DRIV

E

52.98’

244.00’

(296.98

’ TOTAL)

421.0

3’

EIP

33.09’

ALBERT S. HIGHTOWER

DB 2872 PG 714

PB 66 PG 352

DB 314 PG 325

ROY & HAZEL HIGHTOWER

PB 66 PG 352

WOODS

DAVID N. MASSEY

DB 2890 PG 691

DAVID N. MASSEY

PB 54 PG 42

DB 2133 PG 382

ALICE M. ALLEN

PB 66 PG 466

5’WW

60.0

0’

EXISTING R/W

EXISTING R/W

654.0

3’

DAVID N. MASSEY

WOODS

WOODS

HOUSE

WELL

4’

WW

EXISTIN

G R/W

EXISTIN

G R/

W

EXISTIN

G R/

W

212.2

2’

EIP

EIP

330.4

2’

101.63’

88.63’

100.00

’

98.35’

216.19’

48.0

0’

CLYDE & CARLENE B. WOODS

DB 1405 PG 586

PB 35 PG 20

RODNEY & TYRA WOODSDB 1063 PG 899

PB 35 PG 20

85.7

2’

5’W

W

DB 2890 PG 691

DB 2890 PG 691

7’ G

RA

VE

L

23.3

5’

386.0

5’

183.6

6’

SR 1912 DICKEY MILL ROAD 18’ BST

SR 1912 DI

CKEY MILL ROAD 1

8’ BSTGATE

WOOD & STEEL

BRIDGE #64

JB

POSSIBLE

EIP

R/W-EIP

(0.38’)

235.4

5’

0.26’ R/W-EIP

60.0

0’

EXISTING R/W

EXISTING R/W

154.4

1’ (17

7.7

6’

TO

TA

L)

TO NC 49

-BL-3

-BL-4

-BL-5

SEPTIC FIELD

POSSIBLE

23.3

5’

S11°31’12"W

154.4

1’S11°3

1’12"W

30.0

0’

+03.8

7

30.9

2’

+78.9

5

30.2

0’

+64.8

6

47.4

6’

+26.2

0

29.73’

+80.30

ELEV = 541.98’

SEE SHEET 1-C

BM #2

TH 4

TH 1TH 2

TH 3

T

0.0

5 ’, P

L

0.0

5 ’, P

L

0.0

5 ’, PL

0.10’ P

VC

0.10’ P

VC

0.10’ PV

C

0.3

3’

PV

C

0.3

3’ P

VC

70.00’ (LT.)

+60.00 -L-

30.45’ (RT.)

+29.78 -L-

45.00’ (RT.)

+28.10 -L-

45.00’ (RT.)

53.00’ (RT.)

58.00’ (RT.)

45.00’ (RT.)

+68.00 -L-

+75.00 -L-

+84.00 -L-

+73.00 -L-

1

1

2

3

+50.00 -L-

29.52’ (LT.)

+05.00 -L-

70.00’ (LT.)

+20.00 -L-

29.48’ (LT.)

@ PL

63.00’ (LT.)

+50.00 -L-

40.00’ (LT.)

+70.00 -L-

45.00’ (RT.)30.35’ (RT.)

+00.00 -L-

29.57’ (LT.)

1

+75.00 -L-

80.00’ (LT.)

+40.00 -L-

60.00’ (LT.)

+50.00 -L-

40.00’ (LT.)

REMOVE

15"

15"

TB 2GI

15"

15" RCP-V

TO

B

TO

B

TOB

TOB

GRASS LAWN

GRASS LAWNGRASS LAWN

PASTURE

0404

04060401

0402

0403

0405

0407

18"

SEE DETAIL A

SEE DETAIL B

CL B RIP RAP

2:1D

Flatter4:

1 or

d

( Not to Scale)

SPECIAL CUT DITCH

FROM -L- STA. 12+85 TO STA. 13+21 LT.+/-

Ground

Natural

DETAIL B

Type of Liner= PSRM Max d=2.0 Ft.

Min. D=1.0 Ft.

FROM -L- STA. 15+37 TO STA. 15+70 LT.+/-

Fill Slope

2:1 or Flatter

b=3.0 Ft.d=2.0 Ft.

Type of Liner= B Rip-Rap

b

DETAIL A

( Not to Scale)TOE PROTECTION

d

15" RCP-V

2GITB 2GI

TB

18" 0408

C

C

C

C

CF

F

C

C F

F

C

C

C

C

C

F

F

F

F

C

FF

NA

D 83/ N

SRS 2007

LEAVE FOOTING

REMOVE ENCASEMENT AND

PI = 10+30.00

EL = 552.15’

(-)0.8667%(+)2.0000%

.02

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

5/28/99

SHEET NO.PROJECT REFERENCE NO.

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

5B-4953

28-J

AN-2014 14:3

9R:\

Road

way\

Proj\b4953_rdy_pfl.d

gn

$$$$

US

ER

NA

ME$$$$

-L-

-DRV1-

10 11 12 13 14 15 16 17 18 19 20 21

520

530

540

550

560

570

580

520

530

540

550

560

570

580

BEGIN GRADE -L- STA. 14+00.00

ELEV. = 550.55’ ELEV. = 555.89’

END GRADE -L- STA. 17+50.00

SEE SHEET 4 FOR PLAN VIEW

ELEV. = 552.41’

BEGIN GRADE -DRV1- STA. 10+00.00

ELEV. = 552.75’

END GRADE -DRV1- STA. 10+60.00

SEE SHEET 4 FOR PLAN VIEW

10

510

520

530

540

550

560

570

510

520

530

540

550

560

570

K = 26 (DS = 25 MPH)

K = 26 (DS = 25 MPH)

PI = 14+95.00

EL = 547.14’

(-)3.5895% (+)2.3111%

VC = 155’

PI = 16+75.00

EL = 551.30’

(+)2.3111%

(+)6.120

0%

VC = 100’

VC = 60’

K = 21 (DS > 20 MPH)

CL

Elev.= 535.4’+/-

12/10/12 WS

STR. PAY ITEM

TO EL. 541.5’ (+/- 65cy)

ABUTMENT EXCAVATION

STR. PAY ITEM

TO EL. 543.1’ (+/- 63cy)

ABUTMENT EXCAVATION

CROWN GRADE ELEV.= 549.61’

90 SKEW

1 @ 70’, 24" CORED SLAB

STA. 16+02 -L-

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

FT

DATE OF SURVEY

W.S. ELEVATION

AT DATE OF SURVEY FT

= 2100

= 25

= 544.4

= 3000

= 100

= 545.5

= 3700

= 100+/-

= 548.2

=

= 12/10/12

= 535.4+/-

RR SPIKE IN BASE OF 19" RIVER BIRCHL STATION 15+31.00 105’ RIGHTN 871551 E 1908470BM2 ELEVATION = 541.98’

RR SPIKE IN BASE OF 20" PINEDIST. 652.80’L STATION 10+00.00 S 76 22’ 6.55" WN 871566 E 1907315BM1 ELEVATION = 602.90’

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

28-J

AN-2014 14:3

9R:\

Road

way\

Corridor

Modeling\b4953_rdy_xpl_

L.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99

PROJ. REFERENCE NO. SHEET NO.0

550 550

555 555

560 560

565 565

545 54513+75.00

550 550

555 555

560 560

545 54514+00.00

545 545

550 550

555 555

560 560

540 540

14+25.00

545 545

550 550

555 555

560 560

540 540

14+50.00

X-2B-4953

-L-

2.5 5

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

Note: Approximate quantities only. Unclassified Excavation, Fine Grading, Clearing and Grubbing, and Removal of Existing Pavement will bepaid for at the contract lump sum price for "Grading."

551.49

550.55

EXIST.EXIST.

549.74

2:1

2:14:14:1

0.0200.012

547.22547.36

549.11

2:1

4:1

0.0200.020

546.53

5.4:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

28-J

AN-2014 14:3

9R:\

Road

way\

Corridor

Modeling\b4953_rdy_xpl_

L.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99

PROJ. REFERENCE NO. SHEET NO.0

545 545

550 550

555 555

560 560

540 540

14+75.00

545 545

550 550

555 555

540 540

15+00.00

545 545

550 550

555 555

540 54015+25.00

540 540

545 545

550 550

555 555

535 53515+50.00

X-3B-4953

-L-

2.5 5

548.67

3:1

2:1

4:1

0.0200.020

546.04

548.36

2:1

4:1

0.0200.020

545.81

3:1

548.39

2:14:1

0.0200.020

545.82

3:1

548.56

0.0200.020

2:12:1

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

28-J

AN-2014 14:3

9R:\

Road

way\

Corridor

Modeling\b4953_rdy_xpl_

L.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99

PROJ. REFERENCE NO. SHEET NO.0

535 535

540 540

545 545

550 550

555 555

530 530

15+75.00

535 535

540 540

545 545

550 550

555 555

530 53016+00.00

540 540

545 545

550 550

555 555

535 53516+25.00

X-4B-4953

-L-

2.5 5

544.56

0.0200.020

536.13

0.0200.020

540.04

0.0200.020

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

28-J

AN-2014 14:3

9R:\

Road

way\

Corridor

Modeling\b4953_rdy_xpl_

L.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99

PROJ. REFERENCE NO. SHEET NO.0

545 545

550 550

555 555

540 540

16+50.00

550 550

555 555

545 545

16+75.00

550 550

555 555

560 560

545 54517+00.00

545 545

550 550

555 555

560 560

565 565

565

17+25.00

X-5B-4953

-L-

2.5 5

565

560 560

540540

540 540

550.93

0.0200.020

3:15.4:1

551.89

2:1 2:14:14:1

0.020

549.36549.32

0.018

553.07

SH

EA

R LIN

E-D

RV1- 0.0050.020

4:1 2:1

550.72

554.42

2:12:1

4:14:1

0.0080.020

552.28551.95

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

28-J

AN-2014 14:3

9R:\

Road

way\

Corridor

Modeling\b4953_rdy_xpl_

L.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99

PROJ. REFERENCE NO. SHEET NO.0

555 555

560 560

565 565

550 55017+50.00

555 555

560 560

565 565

17+75.00

X-6B-4953

-L-

2.5 5

555.89

EXIST.EXIST.

557.49

00

00

55

55

1010

1010

1515

1515

2020

2020

2525

2525

3030

3030

3535

3535

4040

4040

4545

4545

5050

5050

5555

5555

6060

6060

6565

6565

7070

7070

7575

7575

28-J

AN-2014 14:3

9R:\

Road

way\

Corridor

Modeling\b4953_rdy_xpl_drv1.d

gn

$$$$

US

ER

NA

ME$$$$

8/23/99

PROJ. REFERENCE NO. SHEET NO.0

540 540

545 545

550 550

555 555

560 560

535 53510+00.00

545 545

550 550

555 555

560 560

540 54010+25.00

540 540

545 545

550 550

555 555

560 560

535 53510+50.00

X-7B-4953

-DRV1-

2.5 5

552.41

EXIST.

554.902:13:13:1

0.0200.020

550.73550.73

2:1

552.47

2:13:13:1

0.0200.020

550.96550.96

2:1