STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS B … · type of work: 0 9 / 0 8 / 9 9 division of highways state of north carolina 0 $ $ $ $ s y s t im e $ $ $ $ $ $ $ $ $ $ $ $ $ $

SITE 2

SITE 1

SITE 2

SITE 1SITE 1

SITE 2

SITE 3

SITE 4

SITE 5

SITE 6

SITE 7

SITE 8A

SITE 8

SITE 9

SITE 11

SITE 12

SITE 13

SITE 14

SITE 15

SITE 16

SITE 17SITE 18

SITE 19

SITE 20

SITE 20

SITE 21

SITE 23SITE 24

SITE 25

SITE 22

SITE 26

SITE 27

SITE 28

SITE 29

SITE 31

SITE 32

SITE 33

SITE 34

SITE 35

WETLAND AND SURFACE WATER IMPACTS PERMIT

SITE 32A

SITE 10

SITE 30

SITE 1ASITE 1B

SITE 3ASITE 3C

SITE 3B

SITE 6A

SITE 9A

SITE 10A

SITE 10C

SITE 10B

SITE 5B

SITE 20A

SITE 20B

SITE 22A

SITE 22B

2910

2915

2912

2941

27902955

2617

2564

26182621

2878

2566 28912638

26692567

25652877

2833

2835

25622561

25682526

2665

Hicone Rd. 25652620

2884

2831

2832

2563

2943

2819

2900

2901

290429042793

29812982

29342933

2787

2732

2909

2911

2565

47142565

2732

2732

2868

28672866

2865

28372869

2838

28612836

2839284128402862

28432842

2842

29462949

2913289229072897

2834

2622

2613

Camp BurtonMaintenanceCamp2835

28352832

2612

2613

2683

2937

3040

316131533025

28742850

30243163

2851

28482828

2829

2770

2830

2770

2832

Huffin

e

Mill

Rd.

Company 3026

2844

endover Ave.%70

2784

2948

2974

2823

2820

2825

Buffalo

3045 31323044

31552783 2871

2882

2770

2819

2821

Southern

N.C.RR.C

o.

2824

%70

2770

2982

2954

3163

F

H

FF

F

F

j

F

G

j

j

F

F

F

F

Q

H

G

G

F

G

4762

4763

%29

See Sheet 1-A For Index of Sheets

GREE

NSB

OR

O

CITY

LIM

ITS

W

4

5

6

78 9 10 11 12 13 14 15 16

17

18

19

20

2122

23

24

25

26

27

28

29

30

31

32

33

34

35

-Y2- S

OU

TH

ER

N

R\R

UT SOUTH BUFFALO CREEK

HU

FFIN

E

MIL

L RO

AD

-Y4- SR 2770

OAKLEIGH ROAD-Y5- SR 2829

UT NORTH BUFFALO CREEK

CA

MP B

URTO

N

RO

AD

-Y7- SR 2825

NORTH BUFFALO CREEK

HIN

ES C

HAPEL R

OA

D

-Y9- SR 2732

BRIARMEADE ROAD-Y10- SR 2834

-Y11- MCKN

IGHT M

ILL ROAD

UT NORTH BUFFALO CREEK

HIC

ON

E RO

AD

-Y22- SR 2565

STA. 11+22.00 -L- BEGIN TIP PROJECT U-2525B

See Sheet 1-B For Conventional Plan Sheet Symbols

BEGIN CONSTRUCTION-Y4- STA. 12+00.00

END CONSTRUCTION-Y4- STA. 56+00.00


-Y11- STA. 35+00.00END CONSTRUCTION

-Y22- STA. 45+00.00

END CONSTRUCTION

BEGIN CONSTRUCTION

BEGIN BRIDGE

END BRIDGE

BEGIN BRIDGE

END BRIDGE

BEGIN BRIDGE BEGIN BRIDGE

BEGIN BRIDGE

END BRIDGE

BEGIN BRIDGE

END BRIDGE

BEGIN BRIDGE

END BRIDGE

BEGIN BRIDGE

END BRIDGE

-Y13- STA. 14+00.00

-Y13- US 29


-Y13- US 29

TO

GREEN

SBO

RO

TO I-85 / I-40

TO

GREEN

SBO

RO

TO

BU

RLI

NG

TO

N

-L- (GREENSBORO EASTERN/NORTHERN LOOP)

PROJECTBEGIN

PROJECT END

TO YANCEY

VILLE

ROAD

-Y22- STA. 10+00.00

HUFFINE MILL ROAD-Y5B- SR 2770

36

38

39

END CONSTRUCTION

-Y26- STA. 39+75.00

END CONSTRUCTION

END CONSTRUCTION

-Y21A- STA. 25+08.88

END CONSTRUCTION-Y10A- STA. 14+40.00

END BRIDGE

END BRIDGE

BEGIN BRIDGE

BEGIN CONSTRUCTION-Y5B- STA. 12+00.00

VICINITY MAP

END CONSTRUCTION

-Y21- STA. 35+75.00CITY LIMITS

CITY LIMITS

CIT

Y LI

MITS

CITY LIMITS

CITY LIMITS

CITY LIMITS

CIT

Y LI

MITS

CIT

Y LI

MITS

END CONSTRUCTION

-Y3- STA. 25+80.00

BEGIN CONSTRUCTION

-Y3- STA. 12+59.00

-Y4A- STA. 10+00.00

SU

MMIT A

VE

-Y16-

-Y21A- STA. 12+64.15

BEGIN CONSTRUCTION

-Y1- STA. 9+70.00

BEGIN CONSTRUCTION

END CONSTRUCTION

-Y1- STA. 14+10.00

END BRIDGE

-DRV1- STA. 10+00.00

BEGIN CONSTRUCTION



-Y8- STA. 17+41.00BEGIN CONSTRUCTION

RA

NKIN

MIL

L R

OA

D-Y8- SR 2832


BEGIN CONSTRUCTION


-Y10A- STA. 10+33.87

BEGIN CONSTRUCTION

BEGIN CONSTRUCTION

END CONSTRUCTION-DRV3- STA. 13+77.40

BEGIN CONSTRUCTION-DRV2- STA. 10+00.00

See Sheet 1-C and 1-D For Survey Control Sheets

FUTURE GRADE SEPARATION

FUTURE CONE BLVD.

EXTENSION

-Y3- US 70

OLD BU

RLIN

GTO

N RO

AD

-Y1- O

LD US

70

-Y10- STA. 10+91.00

BEGIN CONSTRUCTION

END CONSTRUCTION

-SRV1- STA. 10+12.34

-SRV1- STA. 25+50.00

END CONSTRUCTION

-Y21B- STA. 10+79.45


END CONSTRUCTION

-Y9- STA. 13+00.00

37

-Y23-



SKYLARK ROAD

-Y28- SR 2618

-Y24- KEREN ROAD

-Y29-

BEGIN CONSTRUCTION

-LACFLY- STA. 46+00.00


2550

50 25

10 5 10 20

100

10050

50

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

DHV

D

T

V

=

=

=

=

=

=

20000

10

60

16

70

%

%

MPH

ADT

ADT

2014

2030

% *

N/A

* TTST 5% DUAL 11%

FUNC CLASS=INTERSTATE"STATEWIDE TIER"

LENGTH ROADWAY TIP PROJECT U-2525B = 4.504 Miles

LENGTH STRUCTURE TIP PROJECT U-2525B = 0.492 Miles

TOTAL LENGTH OF TIP PROJECT U-2525B = 4.996 Miles

MAY 22, 2012

MAY 20, 2014

JAMES A. SPEER, PE

DANIEL W. GARDNER JR., PE

U-2525B

34821.1.3 PE

U-2525B

GUILFORD COUNTY

GREENSBORO EASTERN LOOP FROM NORTH OF US 70

RELOCATION TO US 29 NORTH OF GREENSBORO NAD 83/ 95

THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENSBORO.

CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.

0

0

0

PROFILE (HORIZONTAL)

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

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

1000 Birch Ridge Dr., Raleigh NC, 27610

CO

NT

RA

CT:

TIP P

ROJE

CT:

AR

TM

E

N

N

A

S

O H

DE

P

TOF TRA

SPO

RT

TIO

N

TA

TE

OF N RTC

A

RO

LIN

A

GRADING, DRAINAGE, PAVING, SIGNALS, CULVERTS,

STA. 275+00.00 -L- END TIP PROJECT U-2525B

TO

DA

NVILLE

-L- STA. 174+19.01+/-

-L- STA. 175+25.92+/-

-L- STA. 14+33.60

-L- STA. 18+38.42

-L- STA. 25+43.45

-L- STA. 27+09.43

-L- STA. 128+28.00

-L- STA. 130+21.00

-L- STA. 137+65.00

-L- STA. 152+19.00

-L- STA. 267+15.89

-Y4- STA. 23+66.31

-Y4- STA. 25+47.09

-Y11- STA. 20+74.42

-Y11- STA. 22+63.75

-Y22- STA. 24+78.23

-Y22- STA. 27+60.80

RETAINING WALLS, AND STRUCTURES

R/W & UTILITIES34821.2.3

U-2525B R/W ACQUISTIONSTA. 292+66.46 -L- END

-L- STA. 269+86.14


SR 2770 H

UFFINE

MILL R

D 22’ B

ST

8:1

shawnharris

Typewritten Text

shawnharris

Text Box

PERMIT DRAWINGS SHEET 1 OF 93

shawnharris

Sticky Note

Accepted set by shawnharris

shawnharris

Sticky Note


SITE 2

GRAPHIC SCALE

0’ 100’100’

WETLANDDENOTES FILL IN

F F

CLEARINGDENOTES MECHANIZED*

**

*

***

***

*

S SSURFACE WATERDENOTES IMPACTS IN

E E IN WETLANDDENOTES EXCAVATION

SITE 1B

SITE 1

SITE 1A

+49.80 -Y3RPA-

@ EXIST. R/W

@ EXIST. R/W

@ PL

CHORD

+70.00 -Y3RPA-

@ EXIST. R/W+30.00 -Y3RPA-

@ EXIST. R/W

BEGIN C/A FENCE

100.00’

100.00’

RETAIN EXIST. R/W

RETAIN EXIST. R/W

RETAIN EXIST. R/W

RETAIN EX

IST. R/W

RETAIN E

XIST. R/W

BEGIN C/A FENCE

1

1

4

2

4

3

BEGIN -L- STA. 11+22.00 TIP PROJECT U-2525B

+38.6

3

+51.14

PIs Sta 20+56.13

s = 2° 57’ 03.1"F Ls = 393.70’LT = 262.50’

ST = 131.27’

PI Sta 31+07.94= 27° 05’ 05.5" (RT)D

D = 1° 29’ 56.5"

L = 1,806.82

T = 920.62’

SE = .06

R = 3,822.17’

PI Sta 14+28.03

= 1° 17’ 15.8" (LT)D

D = 5° 43’ 46.5"

L = 22.47’

T = 11.24’

R = 1,000.00’

-Y3RPD-

-L- -Y2-

S 7° 08’ 30.5" E

-Y3- POT STA. 17+06.65

-L- POC STA. 26+21.65=

N 87° 55’ 18.3" E

-Y3- POT STA. 13+65.50=

-Y3RPA- POT STA. 23+80.68

S 12° 46’ 51.4" W

-L- TS STA. 17+93.62

-L- SC STA. 21+87.32

-L- POT STA. 10+00.00

-Y3- POT STA. 10+00.00

-Y3- POT STA. 22+47.78=

10+00

-L- POT STA. 14+99.25=

-Y1- POT STA. 12+29.32

15+00

-Y2- POT STA. 10+00.00

-Y2- PC STA. 14+16.80

-Y2- PT STA. 14+39.27

10+00

-L- POT STA. 17+34.10=

N 78° 0

6’ 13

.5" E

20+00

25+00

30+00

35+00

-Y2- POT STA. 12+44.32

15+00

20+00

25+00

20+00

15+00

-Y3-

-Y2-

-L-

-Y3RPA-

-Y3RPD-

SE = .08

PI Sta 15+72.72

D

L = 644.51’

T = 327.72’

R = 1,444.00’

PIs Sta 19+71.24

F

Ls = 245.00’

LT = 163.39’

ST = 81.72’

PIs Sta 24+89.90

F

Ls = 245.00’

LT = 163.39’

ST = 81.72’

PI Sta 27+00.97

D

L = 258.32’

T = 129.46’

R = 1,542.00’

SE = .03

-Y3RPD- POT Sta. 30+95.52

-Y3RPD- ST Sta. 21+34.51

-Y3RPD- TS Sta. 23+26.51

-Y3RPD- SC Sta. 25+71.51

-Y3RPD- PT Sta. 28+29.83

30+00

25+00

20+00

-Y1- POT STA. 9+70.00

-Y1- POT Sta. 14+17.52

-Y1-

PROPOSED SIGNAL

-Y3- POT STA. 26+00.00

NAD 83/ 95

C

C

F

F

F

F

F

F

F

F

FF

FF F F

FF

F

F

F

F

F

F

F F FF

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

F

C

C

CCC

CCCC

F

F

F

F

F

C

F

F

F

F

F

F

FF

F

FF

F

F

F

F

F

F

C

F

C

C

F

F

F

F

F

C

F

F

F

CC

15" C

SP

2GI

2GI

GRADE TO DRAIN

2GI

2GI

2GI

15" C

SP

2GI

CB

RE

MO

VE

RE

MO

VE

COLLAR AND EXTEND

Fill

Slope

( Not to Scale)

TOE PROTECTION

d

Fabric

Filter

FLATTER2:1 O

R

Ground

Natural

DETAIL C

d= 1.0 Ft.

Type of Liner= CLASS "B" Rip-Rap

FROM STA. 12+70 TO STA. 20+00 -Y3RPD- (LT)

CB

15" 2GI

FS

FS

FS

Front DitchSlopeNatural

Ground3:1

D

( Not to Scale)

SPECIAL CUT DITCH

DETAIL S

Flatter

2:1 or

Type of Liner= GRASS


SEE DETAIL "S"

Median Ditch

( Not to Scale)

FALSE SUMP

S

S=Ditch Slope

etc.

GI

C Proposed DitchL

2’

D

D

Ditch Grade L LDitch Grade

0.0% To 2.0%

Over 2.0% To 4.0%

20’

30’

Over 4.0% To 6.0%

Over 6.0%

40’

50’

9"

DD

D D

D20’L (See Chart Below)

DETAIL P

@ STA. 18+98 -L- (MED)@ STA. 21+98 -L- (MED)@ STA. 32+52 -L- (MED)

Min. D= 1.0 Ft.

2GI

2GIFS

2GI

STA. 19+55 -Y3RPA- (RT.)BEGIN SBG @

2GI

W/ ELBOWSROD AND LUG

RETAIN

RETAIN

RETAIN


RETAIN

RETAIN


RETAIN


RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAINRETAIN

RETAIN

2GI

2GI

RETAIN

2GI

RETAIN

RETAIN

RETAIN

SEE DETAIL "C"

CLASS "B" RIPRAP

TOE PROTECTION

EST. 16 SY FABRIC

EST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP

RETAIN

EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP





EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP


TB JB w/MH

COLLAR AND EXTEND

15"

EST. 5 SY FABRIC


STA. 25+50 -Y3RPD- (LT.)BEGIN SBG @

2GI



Ground3:1

Dd

Filter Fabric

( Not to Scale)

CUT DITCH

Flatter

2:1 or

Max. d= 1.0 Ft.

Min. D= 1.0 Ft.

Type of Liner= Class "B" Rip-Rap

SEE DETAIL SHEET 2-LPSH

DETAIL X

SEE DETAIL "X"

81 SQYDS FILTER FAB.Est. 153 Tons

SPECIAL CUT DITCH

SPECIAL CUT DITCH



@ STA. 37+02 -L- (MED)

SEE DETAIL "JM"LATERAL BASE DITCH

DETAIL JMLATERAL 5’ BASE DITCH

2:1 2:1

b

Fill Slope

dD

B

( Not to Scale)

Fabric

Filter

1"/Ft.

-

Natural

Ground

Std. No. 876.01

*When B is > 6.0’


FROM STA. 36+50 TO STA. 48+39 -L- (LT)

b= 5.0 Ft.

B= 5.0 Ft.

Max. d=2.0 Ft.

Min. D= 2.0 Ft.


( Not to Scale)

LATERAL BASE DITCH

Natural

Ground3:1

D

B

b

Fill

Slope

d3:1 1"/Ft.

DETAIL JN

*When B is < 6.0’

Type of Liner= Grass

b= 5.0 Ft.

B= 5.0 Ft.

Max. d= 2.0 Ft.

Min. D= 2.0 Ft.


REMOVE EX. CB

SEE DETAIL "JN"LATERAL BASE DITCH


RETAIN

15" R

CP-IV

15" RC

P-IV

15" RC

P-IV

15" RC

P-IV

15" RC

P-IV 15" RCP-IV

15" RC

P-IV

15"

CSP


15" C

SP

15" C

SP

15" C

SP

15" C

SP W/ ELBOWS

ROD AND LUG


30" RC

P-V

15"

15"

15"

15"

REMOVE 50’ OF 15" RCP

TBJB w/MH

REMOVE DI & 280’ OF 15" RCP

RETAIN


15" RCP-IV

15" C

ON

C

15" CONC

15" C

ON

C

15" CONC

15" C

ON

C

DI

15" C

ON

C

DI

15" C

ON

C

DI

DI

15" CONC

15" C

ON

C

15" C

ON

C

CB

DI

18" CONC

DI

DI

15" C

ON

C15

" CO

NC

15" C

ON

C

12" C

MP

DI

DI

15" C

MP

15" C

MP

DI

15" CMP

15" C

ON

CCB

15" CONC

CB

CB

CB

CB

CB

CB

15"

CO

NC

CB

CB

CB

CB24" C

ON

C

12" C

MP

12" C

MP

12" C

MP

CB

15" C

ON

C

15" C

ON

C

DI

CB

CB

CB

DI

CB

15" CONC

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" CONC

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" C

MP

15" C

MP

15" C

MP

12" C

MP

DI

DI

S03°09’11"E

400.06’

N06°30’00"W

821.06’

N02°18’19"E

1002.61’

ALLENE WYRICK DEWEESE

PIERRE A. GORIA

NCDOT

NCDOT

EIP

R/

W

MO

N

R/W MON

S51°2

7’4

8"W

113.2

7’

48.31+

R/W MON

R/W MONR/W MON

S84°4

9’2

0"E

290.7

6’

S89°0

7’3

9"W

228.7

9’

R/W MON

MON

R/W

CITY OF GREENSBORO

NCDOT

CITY OF GREENSBORO

R/W MON

R/W MON

R/W MON

R/W MON

R/W MON

MON

R/W

MON

R/W

KOTIS COMPANY, LLC

KOTIS COMPANY, LLC

ARC COMMUNITIES 15, LLC

XX

CB

X

XX

X

X

z

O

Y Y

XXXX

XX

X

X

X XX

X X

T

O

YYX

X

X

XXX

X

X

XX

X X

YYY

Y

X

YY

YY

Y

XX

X

X

XX

R

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" CONC

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" C

ON

C

12" C

MP

CB

15" CONC

15" C

ON

C

15" C

ON

C

15" C

ON

C15" C

ON

C

15" C

ON

C

15" C

ON

C

15" CONC DI

15" CONC

15" C

ON

C

15" C

ON

C

DI

18" CONC

DI

24" C

ON

C

15" C

MP

15" C

ON

C15

" CO

NC

15" C

ON

C

15" C

MP

CB

15" C

MP

15" C

MP

12" C

MP

12" C

MP

DI

15" C

MP

15" C

MP

15" CMP

15" C

ON

C

24’ BST

MTL

MTL

MT

L

MT

L

MT

L

MT

L

30" C

&G

INT 840 12’ BST

INT

840 16’

BST

30" C&G

MT

L

MT

L

SO

UT

HE

RN

R/

R

MTL

MTL

MTL

R2

R3

R4

P5

P12

60" WW & 1S

BW

60" WW & 1SBW

60" W

W

& 1S

BW

60" W

W &

1SBW

R6

R7

P8

R9

P10

R11

BST

BS

T

60" WW

& 1SBW

60" WW & 1SBW

CONC

CO

NC

15’ BST

30" C&G

CO

NC IS

L

30" C

&G

30" C

&G

3’ CMB

3’ CMB

CO

NC IS

L

3’ CMB

MT

L

15" CONC

MT

L

30" C&G

30" C&G

60" WW & 1

SBW

z

LT

10’ BST

16’ BST

MTL

P

BST

BST

WALL30" CONC

WALL30" CONC

30" CO

NC W

ALL

30" CO

NC W

ALL

EOT

EOT

EOT

EOT

EOP

EOP

BST

12’ BST

4’ BST

11’ BST

O

O

O

O

O

O

O

Y

YY

Y

YYYYY

YY

Y Y YYYY

YYYY

YYYY

Y

YYYY Y

YYYYYYYY

X

XX

XX

XXX

XXX

X

XX

X X

XXX

XX

XXXX

X

X X

X

X

XX

XX

X

O

v

v

XXX

v

v

v

v

O

O

OO

O O

O

v

v

O

X XX

XX

X

XX

XX

X

XX

XXX X

XXX

XX

X

X XX X

X

XX X

X

XX X X

XX

X

XX X X X X X X X X X

XX

XXX

XXX

X

X

YY Y Y Y Y Y Y Y Y Y Y Y Y

YYYY Y YYY

v

v

O

X X

X X

X

XXX YYYYYYYY

YY

YYY

YY Y

Y

X X

X X

X XX

X XX

X X

X

X

XX

XX

XXXX X

X

X

v

v

T

O

X

X X X XXX

XX

XX

X

XX X

XXX

XX

X

XX

XX

XX

X

X

X XX X X

X

YYYY

YYYY

X

Y

X

MOBILE HOME SALES

HTR

HTR

HTR

HTR

RIP RAP

60" WW & 1SBW

24’ BST

CONC

CONCCONC

DI

CB

CB

CB

CONC

CONC

CONC

DI

DI

CB

HTR

HTR

LT

DI

CB

DI

12" C

MP

DI

12" C

MP

CB

CB

15" CONC

15"

CO

NC

CB

CBCB

CB

CBCB

CONC

CONC

CONC

CONC

DI

CB

CB

CB

CB

DI

CB

DI

DI

CONC

CB

DI

BST

1SFBUS

HTR

WD

HTR

HTR

HTR

CONC

CONC

BUS

1SMTL

WD

GATES

MTL

BST

CB

CB

60"

WW

&

1SB

W

30"

C&

G

30"

C&

G

30"

C&

G

30"

C&

G

30"

C&

G

30"

C&

G

30"

C&

G

30"

C&

G30"

C&

G

30"

C&

G

60"

WW

&

3S

BW

60"

WW

&

1SB

W

60"

WW

&

1SB

W

US 70

BS

T

US 70

BS

T

OLD

US 70

OLD

BU

RLIN

GT

ON

RD 28’ B

ST

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

LOCATION:

DESIGNED BY:

CHECKED BY:

COUNTY:TIP NO.:

DATE:

PLANS

02550 50 100

GRAPHIC SCALE

REVISIONS

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

R/W SHEET NO.

SHEET NO.PROJECT REFERENCE NO.

4 U-2525B

6/2/99

MA

TC

HLIN

E -L- STA. 38+

00.0

0 SEE S

HEET 5

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION


TO

PLO

T FU

LL SIZ

E 62"X34"

SEE SHEET 40 FOR -L- PROFILESEE SHEET 52 FOR -Y1-, -Y2-, & -Y3- PROFILESEE SHEET 53 FOR -Y3RPA- PROFILESEE SHEET 53 & 54 FOR -Y3RPD- PROFILE

SEE SHEET 2-J FOR BRIDGE SKETCHES

MA

TC

HLIN

E -Y3

RPD- STA. 19

+00.0

0 SEE S

HEET 5

S

S

S

S

W

W

SS

SS

S

S

shawnharris

Text Box


shawnharris

Sticky Note


SITE 2

GRAPHIC SCALE

0’ 100’100’


F F


**

*

***

***

*



SITE 1B

SITE 1

SITE 1A

+49.80 -Y3RPA-

@ EXIST. R/W

@ EXIST. R/W

@ PL

CHORD

+70.00 -Y3RPA-


@ EXIST. R/W

BEGIN C/A FENCE

100.00’

100.00’

RETAIN EXIST. R/W

RETAIN EXIST. R/W

RETAIN EXIST. R/W

RETAIN EX

IST. R/W

RETAIN E

XIST. R/W

BEGIN C/A FENCE

1

1

4

2

4

3

BEGIN -L- STA. 11+22.00 TIP PROJECT U-2525B

+38.6

3

+51.14

PIs Sta 20+56.13

s = 2° 57’ 03.1"F Ls = 393.70’LT = 262.50’

ST = 131.27’

PI Sta 31+07.94= 27° 05’ 05.5" (RT)D

D = 1° 29’ 56.5"

L = 1,806.82

T = 920.62’

SE = .06

R = 3,822.17’

PI Sta 14+28.03

= 1° 17’ 15.8" (LT)D

D = 5° 43’ 46.5"

L = 22.47’

T = 11.24’

R = 1,000.00’

-Y3RPD-

-L- -Y2-

S 7° 08’ 30.5" E

-Y3- POT STA. 17+06.65

-L- POC STA. 26+21.65=

N 87° 55’ 18.3" E

-Y3- POT STA. 13+65.50=

-Y3RPA- POT STA. 23+80.68

S 12° 46’ 51.4" W

-L- TS STA. 17+93.62

-L- SC STA. 21+87.32

-L- POT STA. 10+00.00

-Y3- POT STA. 10+00.00

-Y3- POT STA. 22+47.78=

10+00

-L- POT STA. 14+99.25=

-Y1- POT STA. 12+29.32

15+00

-Y2- POT STA. 10+00.00

-Y2- PC STA. 14+16.80

-Y2- PT STA. 14+39.27

10+00

-L- POT STA. 17+34.10=

N 78° 0

6’ 13

.5" E

20+00

25+00

30+00

35+00

-Y2- POT STA. 12+44.32

15+00

20+00

25+00

20+00

15+00

-Y3-

-Y2-

-L-

-Y3RPA-

-Y3RPD-

SE = .08

PI Sta 15+72.72

D

L = 644.51’

T = 327.72’

R = 1,444.00’

PIs Sta 19+71.24

F

Ls = 245.00’

LT = 163.39’

ST = 81.72’

PIs Sta 24+89.90

F

Ls = 245.00’

LT = 163.39’

ST = 81.72’

PI Sta 27+00.97

D

L = 258.32’

T = 129.46’

R = 1,542.00’

SE = .03

-Y3RPD- POT Sta. 30+95.52

-Y3RPD- ST Sta. 21+34.51

-Y3RPD- TS Sta. 23+26.51

-Y3RPD- SC Sta. 25+71.51

-Y3RPD- PT Sta. 28+29.83

30+00

25+00

20+00

-Y1- POT STA. 9+70.00

-Y1- POT Sta. 14+17.52

-Y1-

PROPOSED SIGNAL

-Y3- POT STA. 26+00.00

NAD 83/ 95

C

C

F

F

F

F

F

F

F

F

FF

FF F F

FF

F

F

F

F

F

F

F F FF

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

F

C

C

CCC

CCCC

F

F

F

F

F

C

F

F

F

F

F

F

FF

F

FF

F

F

F

F

F

F

C

F

C

C

F

F

F

F

F

C

F

F

F

CC

15" C

SP

2GI

2GI

GRADE TO DRAIN

2GI

2GI

2GI

15" C

SP

2GI

CB

RE

MO

VE

RE

MO

VE

COLLAR AND EXTEND

Fill

Slope

( Not to Scale)

TOE PROTECTION

d

Fabric

Filter

FLATTER2:1 O

R

Ground

Natural

DETAIL C

d= 1.0 Ft.



CB

15" 2GI

FS

FS

FS


Ground3:1

D

( Not to Scale)

SPECIAL CUT DITCH

DETAIL S

Flatter

2:1 or



SEE DETAIL "S"

Median Ditch

( Not to Scale)

FALSE SUMP

S

S=Ditch Slope

etc.

GI

C Proposed DitchL

2’

D

D


0.0% To 2.0%

Over 2.0% To 4.0%

20’

30’

Over 4.0% To 6.0%

Over 6.0%

40’

50’

9"

DD

D D


DETAIL P


Min. D= 1.0 Ft.

2GI

2GIFS

2GI


2GI


RETAIN

RETAIN

RETAIN


RETAIN

RETAIN


RETAIN


RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAINRETAIN

RETAIN

2GI

2GI

RETAIN

2GI

RETAIN

RETAIN

RETAIN

SEE DETAIL "C"

CLASS "B" RIPRAP

TOE PROTECTION

EST. 16 SY FABRIC


RETAIN








TB JB w/MH

COLLAR AND EXTEND

15"

EST. 5 SY FABRIC



2GI



Ground3:1

Dd

Filter Fabric

( Not to Scale)

CUT DITCH

Flatter

2:1 or

Max. d= 1.0 Ft.

Min. D= 1.0 Ft.

Type of Liner= Class "B" Rip-Rap


DETAIL X

SEE DETAIL "X"


SPECIAL CUT DITCH

SPECIAL CUT DITCH



@ STA. 37+02 -L- (MED)



2:1 2:1

b

Fill Slope

dD

B

( Not to Scale)

Fabric

Filter

1"/Ft.

-

Natural

Ground

Std. No. 876.01

*When B is > 6.0’



b= 5.0 Ft.

B= 5.0 Ft.

Max. d=2.0 Ft.

Min. D= 2.0 Ft.


( Not to Scale)

LATERAL BASE DITCH

Natural

Ground3:1

D

B

b

Fill

Slope

d3:1 1"/Ft.

DETAIL JN

*When B is < 6.0’

Type of Liner= Grass

b= 5.0 Ft.

B= 5.0 Ft.

Max. d= 2.0 Ft.

Min. D= 2.0 Ft.


REMOVE EX. CB



RETAIN

15" R

CP-IV

15" RC

P-IV

15" RC

P-IV

15" RC

P-IV

15" RC

P-IV 15" RCP-IV

15" RC

P-IV

15"

CSP


15" C

SP

15" C

SP

15" C

SP

15" C

SP W/ ELBOWS

ROD AND LUG


30" RC

P-V

15"

15"

15"

15"


TBJB w/MH


RETAIN


15" RCP-IV

15" C

ON

C

15" CONC

15" C

ON

C

15" CONC

15" C

ON

C

DI

15" C

ON

C

DI

15" C

ON

C

DI

DI

15" CONC

15" C

ON

C

15" C

ON

C

CB

DI

18" CONC

DI

DI

15" C

ON

C15

" CO

NC

15" C

ON

C

12" C

MP

DI

DI

15" C

MP

15" C

MP

DI

15" CMP

15" C

ON

CCB

15" CONC

CB

CB

CB

CB

CB

CB

15"

CO

NC

CB

CB

CB

CB24" C

ON

C

12" C

MP

12" C

MP

12" C

MP

CB

15" C

ON

C

15" C

ON

C

DI

CB

CB

CB

DI

CB

15" CONC

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" CONC

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" C

MP

15" C

MP

15" C

MP

12" C

MP

DI

DI

S03°09’11"E

400.06’

N06°30’00"W

821.06’

N02°18’19"E

1002.61’

ALLENE WYRICK DEWEESE

PIERRE A. GORIA

NCDOT

NCDOT

EIP

R/

W

MO

N

R/W MON

S51°2

7’4

8"W

113.2

7’

48.31+

R/W MON

R/W MONR/W MON

S84°4

9’2

0"E

290.7

6’

S89°0

7’3

9"W

228.7

9’

R/W MON

MON

R/W

CITY OF GREENSBORO

NCDOT

CITY OF GREENSBORO

R/W MON

R/W MON

R/W MON

R/W MON

R/W MON

MON

R/W

MON

R/W

KOTIS COMPANY, LLC

KOTIS COMPANY, LLC


XX

CB

X

XX

X

X

z

O

Y Y

XXXX

XX

X

X

X XX

X X

T

O

YYX

X

X

XXX

X

X

XX

X X

YYY

Y

X

YY

YY

Y

XX

X

X

XX

R

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" CONC

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" C

ON

C

12" C

MP

CB

15" CONC

15" C

ON

C

15" C

ON

C

15" C

ON

C15" C

ON

C

15" C

ON

C

15" C

ON

C

15" CONC DI

15" CONC

15" C

ON

C

15" C

ON

C

DI

18" CONC

DI

24" C

ON

C

15" C

MP

15" C

ON

C15

" CO

NC

15" C

ON

C

15" C

MP

CB

15" C

MP

15" C

MP

12" C

MP

12" C

MP

DI

15" C

MP

15" C

MP

15" CMP

15" C

ON

C

24’ BST

MTL

MTL

MT

L

MT

L

MT

L

MT

L

30" C

&G

INT 840 12’ BST

INT

840 16’

BST

30" C&G

MT

L

MT

L

SO

UT

HE

RN

R/

R

MTL

MTL

MTL

R2

R3

R4

P5

P12

60" WW & 1S

BW

60" WW & 1SBW

60" W

W

& 1S

BW

60" W

W &

1SBW

R6

R7

P8

R9

P10

R11

BST

BS

T

60" WW

& 1SBW

60" WW & 1SBW

CONC

CO

NC

15’ BST

30" C&G

CO

NC IS

L

30" C

&G

30" C

&G

3’ CMB

3’ CMB

CO

NC IS

L

3’ CMB

MT

L

15" CONC

MT

L

30" C&G

30" C&G

60" WW & 1

SBW

z

LT

10’ BST

16’ BST

MTL

P

BST

BST

WALL30" CONC

WALL30" CONC

30" CO

NC W

ALL

30" CO

NC W

ALL

EOT

EOT

EOT

EOT

EOP

EOP

BST

12’ BST

4’ BST

11’ BST

O

O

O

O

O

O

O

Y

YY

Y

YYYYY

YY

Y Y YYYY

YYYY

YYYY

Y

YYYY Y

YYYYYYYY

X

XX

XX

XXX

XXX

X

XX

X X

XXX

XX

XXXX

X

X X

X

X

XX

XX

X

O

v

v

XXX

v

v

v

v

O

O

OO

O O

O

v

v

O

X XX

XX

X

XX

XX

X

XX

XXX X

XXX

XX

X

X XX X

X

XX X

X

XX X X

XX

X

XX X X X X X X X X X

XX

XXX

XXX

X

X

YY Y Y Y Y Y Y Y Y Y Y Y Y

YYYY Y YYY

v

v

O

X X

X X

X

XXX YYYYYYYY

YY

YYY

YY Y

Y

X X

X X

X XX

X XX

X X

X

X

XX

XX

XXXX X

X

X

v

v

T

O

X

X X X XXX

XX

XX

X

XX X

XXX

XX

X

XX

XX

XX

X

X

X XX X X

X

YYYY

YYYY

X

Y

X

MOBILE HOME SALES

HTR

HTR

HTR

HTR

RIP RAP

60" WW & 1SBW

24’ BST

CONC

CONCCONC

DI

CB

CB

CB

CONC

CONC

CONC

DI

DI

CB

HTR

HTR

LT

DI

CB

DI

12" C

MP

DI

12" C

MP

CB

CB

15" CONC

15"

CO

NC

CB

CBCB

CB

CBCB

CONC

CONC

CONC

CONC

DI

CB

CB

CB

CB

DI

CB

DI

DI

CONC

CB

DI

BST

1SFBUS

HTR

WD

HTR

HTR

HTR

CONC

CONC

BUS

1SMTL

WD

GATES

MTL

BST

CB

CB

60"

WW

&

1SB

W

30"

C&

G

30"

C&

G

30"

C&

G

30"

C&

G

30"

C&

G

30"

C&

G

30"

C&

G

30"

C&

G30"

C&

G

30"

C&

G

60"

WW

&

3S

BW

60"

WW

&

1SB

W

60"

WW

&

1SB

W

US 70

BS

T

US 70

BS

T

OLD

US 70

OLD

BU

RLIN

GT

ON

RD 28’ B

ST

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

LOCATION:

DESIGNED BY:

CHECKED BY:

COUNTY:TIP NO.:

DATE:

PLANS

02550 50 100

GRAPHIC SCALE

REVISIONS


ENGINEER ENGINEER

R/W SHEET NO.


4 U-2525B

6/2/99

MA

TC

HLIN

E -L- STA. 38+

00.0

0 SEE S

HEET 5



TO

PLO

T FU

LL SIZ

E 62"X34"

SEE SHEET 40 FOR -L- PROFILESEE SHEET 52 FOR -Y1-, -Y2-, & -Y3- PROFILESEE SHEET 53 FOR -Y3RPA- PROFILESEE SHEET 53 & 54 FOR -Y3RPD- PROFILE

SEE SHEET 2-J FOR BRIDGE SKETCHES

MA

TC

HLIN

E -Y3

RPD- STA. 19

+00.0

0 SEE S

HEET 5

708

709

709

709

710

710

710

710

710

710

710

711

711

711

711

711

712

712

712

712

712

712

713

713

713

713

713

713

714

714

714

714

714

714

714

714

714

715

715

715

715

715

715

715

715

715

715 715

715

715

715

715

715

715

715

715

715

715

715

716

716

716

716

716

716

716

716

716

716

716

716

716

716

716

716

717

717

717

717

717

717

717

717

717

717

717

717

717

718

718

718

718

718

718

718

718

718

718

718

718

718

718

718

718

719

719

719

719

719719

719

719

719

719

719

719

719

719

719

719

720

720

720

720

720

720

720720

72072

0

720

720

720

720

720

720

720

720

720

720

720

720

720

720

720

720

720

720

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725725

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7257

25

725

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726

726

72672

6

726

726

726

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727

727

727

727

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S

S

S

S

W

W

SS

SS

S

S

shawnharris

Text Box


shawnharris

Sticky Note


GRAPHIC SCALE

0’ 100’100’


F F


**

*

***

***

*



SITE 1B

SITE 1

SITE 1A

R/W SHEET NO.

ROADWAY DESIGN

ENGINEER

U-2525B

PROJECT REFERENCE NO. SHEET NO.

ENGINEER

HYDRAULICS03-19-13

R/

W

RE

VISIO

N (D

WG) -

CO

MBIN

ED

PA

RC

ELS 4

AN

D 79 IN

TO P

AR

CE

L 4 (CIT

Y

OF

GR

EE

NS

BO

RO).

4 & 5

+49.80 -Y3RPA-

@ EXIST. R/W

+70.00 -Y3RPA-


@ EXIST. R/W

100.00’

100.00’

RETAIN EXIST. R/W

RETAIN EXIST. R/W

RETAIN EXIST. R/W

BEGIN C/A FENCE

CHORD

1

1

4

3

SE = .06

R = 3,822.17’ R = 1,000.00’

-Y3RPD-

-Y3- POT STA. 17+06.65

-L- POC STA. 26+21.65=

-Y3RPA- POT STA. 10+00.00=

S 12° 46’ 51.4" W

-L- CS STA. 39+94.14

30+00

35+00

40+00

20+00

15+00

-Y3RPA-

-Y3RPA-

-Y3RPD-

SE = .08

PI Sta 15+72.72

D

L = 644.51’

T = 327.72’

R = 1,444.00’

PIs Sta 19+71.24

F

Ls = 245.00’

LT = 163.39’

ST = 81.72’

PIs Sta 24+89.90

F

Ls = 245.00’

LT = 163.39’

ST = 81.72’

PI Sta 27+00.97

D

L = 258.32’

T = 129.46’

R = 1,542.00’

SE = .03

-Y3RPD- SC Sta. 25+71.5120+

00

15+00

S 12° 46’ 51.4" W

-L- POC STA. 39+54.00 47.00’ LT.

NAD 83/ 95

F

F

F

F

F

F

F F FF

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

FF

FFFF

F

F

F

F

FF

F

F

F

F

F

F

F

F

FF

F

FF

F

F

F

F

F

FF

F

2GI

15" C

SP

2GI

2GI

2GI

18" C

SP

FS

15" C

SP

GRADE TO DRAIN

2GI

FS

FS


2GI

W/ ELBOWS

ROD AND LUG

2GI

RETAIN

RETAIN

W/ ELBOWS

ROD AND LUG

EST. 16 SY FABRIC


EST. 5 SY FABRIC


EST. 5 SY FABRIC

EST. 1 TON

W/ FILTER FABRIC

CLASS "B" RIP RAP

EST. 10 SY FABRIC

EST. 3 TONS

W/ FILTER FABRIC

CLASS "B" RIP RAP


SEE DETAIL "JM"

LATERAL BASE DITCH



15"

CSP


30" RC

P-V

18"

RCP-IV 15"

15"

15"

15"

15"

15"

W/ ELBOWS

ROD AND LUG

DI

18" CONC

DI

N85°13

’14"W

904.7

8’

S05°24’20"W

N02°18’19"E

1002.61’

NCDOT

EIP

674.25’

S84°4

9’2

0"E

290.7

6’

CITY OF GREENSBORO

NCDOT

R/W MON

R/W MON

R/W MON

KOTIS COMPANY, LLC

KOTIS COMPANY, LLC

KOTIS COMPANY, LLC

X

X

DI

18" CONC

DI

15" C

MP

60" WW & 1SBW

3’ CMB

30" C&G

z

z

X X

X

T

CB

60"

WW

&

1SB

W

shawnharris

Text Box


SITE 2

GRAPHIC SCALE

0’ 100’100’


F F


**

*

***

***

*



R/W SHEET NO.

ROADWAY DESIGN

ENGINEER

U-2525B

PROJECT REFERENCE NO. SHEET NO.

ENGINEER

HYDRAULICS03-19-13

R/

W

RE

VISIO

N (D

WG) -

CO

MBIN

ED

PA

RC

ELS 4

AN

D 79 IN

TO P

AR

CE

L 4 (CIT

Y

OF

GR

EE

NS

BO

RO).

4

@ EXIST. R/W

+89.51 -Y3RPD-

@ PL

90.00’CHORD

BEGIN C/A FENCE

RETAIN EX

IST. R/W

1

4

2

4

+38.6

3

S 7° 08’ 30.5" E

-Y3- POT STA. 17+06.65

-L- POC STA. 26+21.65=

N 87° 55’ 18.3" E

-L- CS STA. 39+94.14

30+00

35+00

40+00

-Y3RPD-

-Y3RPD- ST Sta. 21+34.51

-Y3RPD- TS Sta. 23+26.51

-Y3RPD- SC Sta. 25+71.51

-Y3RPD- PT Sta. 28+29.83

30+00

25+00

20+00

-Y3RPD- CS Sta. 18+89.51

S 12° 46’ 51.4" W

PROPOSED SIGNAL

F

F

F

F

F F FF

FF

F

FF

F

FFF

F

F

F

F

F

F

F

F

F

F

F

F

F

F

C

F

C

C

CCC

CCCC

F

F

F

F

F

C

F

F

F

F

F

F

F

F

C

F

F

F

CC

15" C

SP

2GI

2GI

FROM STA. 48+55 TO STA. 48+75 -L- (LT) (Est. Qty 22 tons)

FROM STA. 48+36 TO STA. 48+56 -L- (RT) (Est. Qty 23 tons)

FROM STA. 48+95 TO STA. 49+15 -L- (RT) (Est. Qty 23 tons)

COLLAR AND EXTEND

CB

15" 2GI

FS

FS

SEE DETAIL "S"

RETAIN

RETAIN

RETAIN

RETAINRETAIN

RETAIN

2GI

2GI

RETAIN

2GI

RETAIN

RETAIN

RETAIN

SEE DETAIL "C"

CLASS "B" RIPRAP

TOE PROTECTION




2GI



SEE DETAIL "X"

SPECIAL CUT DITCH

SPECIAL CUT DITCH

RETAIN

15" RC

P-IV 15" RCP-IV

15" RC

P-IV 15

" C

SP W/ ELBOWS

ROD AND LUG


30" RC

P-V

15"

15"

15"

15"

15"


SEE DETAIL "C"

CLASS "B" RIPRAP

TOE PROTECTION

TBJB w/MH


RETAIN


15" RCP-IV

DI

15" C

ON

C

DI

15" C

ON

C

DI

DI

15" CONC

15" C

ON

C

15" C

ON

C

CB

DI

18" CONC

DI

DI

15" C

ON

C

15" C

ON

C

CB

15" CONC

CB

24" C

ON

C

DI

CB

CB

CB

DI

CB

15" CONC

15" C

ON

C

15" C

ON

C

15" C

ON

C

15" CONC

15" C

ON

C

S03°09’11"E

400.06’

EIP

R/

W

MO

N

S51°2

7’4

8"W

113.2

7’

R/W MONR/W MON

S89°0

7’3

9"W

228.7

9’

R/W MON

CITY OF GREENSBORO

NCDOT

CITY OF GREENSBORO

MON

R/W

MON

R/W


O

Y Y

X

O

YYX

X

X

XXX

X

X

XX

X X

YYY

Y

X

YY

YY

Y

XX

X

X

XX

15" CONC

15" C

ON

C

15" C

ON

C

15" C

ON

C15" C

ON

C

15" C

ON

C

15" C

ON

C

15" CONC DI

15" CONC

15" C

ON

C

15" C

ON

C

DI

18" CONC

DI

24" C

ON

C

15" C

MP

15" C

ON

C15

" CO

NC

15" C

ON

C

CB

R11

BST

BS

T

60" WW

& 1SBW

CONC

CO

NC

15’ BST

30" C&G

30" C

&G

30" C

&G

3’ CMB

15" CONC

30" C&G

30" C&G

LT

10’ BST

16’ BST

O

X X

X X

X XX

X XX

X X

X

X

XX

XX X

X X X XXXXXX

XX X

X

X

XXXXX

X

X

XXXXX

X

X

X

O

O

X

X X X XXX

XX

XX

X

XX X

XXX

XX

X

XX

XX

XX

X

X

XXXXXXXXXXXX

XX

XXXXX

XXXXXXX

XX X

X

X

XX X

X

YYYY

YYYY

X

Y

X

HTR

HTR

HTR

HTR

RIP RAP

60" WW & 1SBW

CB

HTR

HTR

LT

DI

CB

CONC

CONC

DI

CB

CB

DI

CB

DI

DI

CONC

CB

DI

BST

1SFBUS

HTR

WD

HTR

HTR

HTR

CONC

CONC

CB

CB

30"

C&

G

30"

C&

G

30"

C&

G

60"

WW

&

1SB

W

60"

WW

&

1SB

W

S

S

S

S

SS

SS

S

S

S

S

S

S

SS SS

S

shawnharris

Text Box


00

00

1010

1010

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

130

130

140

140

150

150

160

160

170

170

180

180

190

190

200

200

210

210

220

220

230

230

240

240

250

250

260

260

270

270

280

280

290

290

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/23/99

PROJ. REFERENCE NO. SHEET NO.0

710 710

720 720

730 730

740 740

750 750

760 760

770 770

780 780

37+50.00

710 710

720 720

730 730

740 740

750 750

760 760

770 770

38+00.00

X-19U-2525B

-L-

5 10

724.21

0.060

D.P. 762.785

6:1 5.460:1

0.000 0.000

- Y3RPA -

OFF -60.96

STA 12+07.33

2:1

2:12:1

EL=725.64

722.40

0.0606:1 5.460

:10.019 0.020

- Y3RPA -

OFF -56.51

STA 11+56.36

2:1

2:12:1

EL=725.39

SITE 1

WLB

WLB

shawnharris

Text Box


shawnharris

Sticky Note


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

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/23/99


730 730

740 740

750 750

760 760

770 770

780 780

720 72015+65.00

730 730

740 740

750 750

760 760

770 770

780 780

720 72016+15.00

X-198U-2525B

-Y3RPA-

5 10

732.94

0.020 0.0204:1

SP 1

2:1

WLB

SITE 1

735.15

0.020 0.0204:1

4:1

SP 2

2:1

shawnharris

Text Box


shawnharris

Sticky Note


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

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/23/99


720 720

730 730

740 740

750 750

760 760

770 770

710 710

24+50.00

730 730

740 740

750 750

760 760

770 770

720 72025+00.00

X-214U-2525B

-Y3RPD-

5 10

726.98

0.015

4:1

3:1

0.015

2:1

EL.=721.07’

WBL

WBL

SITE 2E 1794270.4

346

N 852949.2

357

733.36

0.021

4:1

3:1

0.021

2:1

EL.=725.21’

shawnharris

Text Box


shawnharris

Sticky Note


SITE 4

GRAPHIC SCALE

0’ 100’100’


F F


**

*

**

*

**

*

*

S SSURFACE WATER

DENOTES IMPACTS IN


TS TSIMPACTS IN SURFACE WATER

DENOTES TEMPORARY

SITE 3A

SITE 1B

SITE 1

SITE 3

SITE 3B

SITE 3C

300’ PR

OP.

R/W

CHORD

+15.00 -L-

184.00’160.00’

+80.00 -L-

184.00’150.00’

CHORD

3

5

4

4

6

PI Sta 31+07.94

= 27° 05’ 05.5" (RT)

L = 1,806.82D = 1° 29’ 56.5"D

T = 920.62’

R = 3,822.17’

SE = .06

PIs Sta 41+25.41s = 2° 57’ 03.1"F

Ls = 393.70’

LT = 262.50’

ST = 131.27’

-Y3RPD--L-

47.00’ RT.

-Y3RPA- POT STA. 10+00.00=

-L- CS STA. 39+94.14

-L- ST STA. 43+87.84

40+00

45+0050+00

-Y3RPA-

-Y3RPD-

-L-

PIs Sta 11+63.39

F

Ls = 245.00’

LT = 163.39’

ST = 81.72’

L = 644.51’

PI Sta 15+72.72

D

T = 327.72’

R = 1,444.00’

SE = .08

-Y3RPD- ST Sta. 10+00.00 =

-L- POTSta. 47+13.14

-Y3RPD- SC Sta. 12+45.00

15+00

-Y3RPD- CS Sta. 18+89.51

S 12° 46’ 51.4" W

-L- POC STA. 39+54.00 47.00’ LT.

NAD 83/ 95

F F F F F F F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F F

F

F

F

F

F

F

F

F

F

F

F

F

C

C

F

F

F

F

F

F

F

F

2GI

15" C

SP

2GI

18" C

SP

FS

15" C

SP

15" C

SP

15" C

SP

2GI

LATERAL ’V’ DITCH( Not to Scale)

Natural

GroundD

3:1 3:1

bFill

Slope1"/Ft.

DETAIL B

b= 5.0 Ft.

Min. D= 1.0 Ft.

FROM STA. 44+00 TO STA. 48+56 -L- (RT)

Fill

Slope

( Not to Scale)

TOE PROTECTION

d

Fabric

Filter

FLATTER2:1 O

R

Ground

Natural

DETAIL C

d= 1.0 Ft.



2GI

( Not to Scale)

RIP RAP AT EMBANKMENT

GradeDitch

DETAIL D

1.5’5’

2’


FROM STA. 48+55 TO STA. 48+75 -L- (LT) (Est. Qty 22 tons)FROM STA. 48+36 TO STA. 48+56 -L- (RT) (Est. Qty 23 tons)FROM STA. 48+95 TO STA. 49+15 -L- (RT) (Est. Qty 23 tons)


BA

RREL #

1B

ARREL #

2

Median Ditch

( Not to Scale)

FALSE SUMP

S

S=Ditch Slope

etc.

GI

C Proposed DitchL

2’

D

D


0.0% To 2.0%

Over 2.0% To 4.0%

20’

30’

Over 4.0% To 6.0%

Over 6.0%

40’

50’

9"

DD

D D


DETAIL P


FS2GI

2GI

FS

2GI 2GI 2GI


2GI

STA. 50+25 -L- (RT.)END SBG @


STA. 51+05 -L- (LT.)END SBG @


CLASS "B"SEE DETAIL "D"






SEE DETAIL "D"CLASS "B"

SEE DETAIL "B"LATERIAL "V" DITCH

( Not to Scale)

LATERAL BASE DITCH

Natural

Ground3:1

D

B

b

Fill

Slope

d3:1 1"/Ft.

DETAIL A

*When B is < 6.0’

Type of Liner= PSRM

b= 5.0 Ft.

B= 5.0 Ft.

Max. d= 1.5 Ft.

Min. D= 1.0 Ft.

PSRM = 544 SYFROM STA. 48+56 TO STA. 52+00 -L- (LT)


SEE DETAIL "B"LATERAL "V" DITCH

SEE DETAIL "A"LATERAL BASE DITCH


2 @ 9’ X 9’ RCBC




2:1 2:1

b

Fill Slope

dD

B

( Not to Scale)

Fabric

Filter

1"/Ft.

-

Natural

Ground

Std. No. 876.01

*When B is > 6.0’




b= 5.0 Ft.

B= 5.0 Ft.

Max. d=2.0 Ft.

Min. D= 2.0 Ft.



15" RC

P-IV

15" RCP-IV

15" RCP-IV

18" RC

P-IV

15"

15"

15" 15"

W/ ELBOWS

ROD AND LUG


SEE DETAIL "C"CLASS "B" RIPRAPTOE PROTECTION

CLASS "I" RIPRAP

CLASS "I" RIPRAP

S05°24’20"

W

400.00’

N85°0

9’5

7"W

235.8

4’

S05°24’20"

W

N05°30’44"

E

890.00’

N05°30’44"

E

308.86’

674.25’

CITY OF GREENSBORO

CITY OF GREENSBORO

EIP

EIP

EIP

BETTIE B. CLARK

FRED M. CLARK &

CATHERINE M. CHICKILLORICHARD CHICKILLO &ROCCO G. CHICKILLO,

KOTIS COMPANY, LLC

SOI

L

S

OIL

SOIL

{{

zz

SOIL

SOIL

SOIL

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$


ENGINEER ENGINEER

R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.

5 U-2525B

MA

TC

HLIN

E -L- STA. 38+

00.0

0 SEE S

HEET 4



MA

TC

HLIN

E -L- STA. 52+

00.0

0 SEE S

HEET 6

SEE SHEET 41 FOR -L- PROFILE

SEE SHEET 53 FOR -Y3RPA- PROFILE

SEE SHEET 53 & 54 FOR -Y3RPD- PROFILE

MATC

HLI

NE -Y

3RPD-

STA. 19

+00.0

0 SEE SH

EET 4

shawnharris

Text Box


shawnharris

Sticky Note


SITE 4

GRAPHIC SCALE

0’ 100’100’


F F


**

*

**

*

**

*

*

S SSURFACE WATER

DENOTES IMPACTS IN



DENOTES TEMPORARY

SITE 3A

SITE 1B

SITE 1

SITE 3

SITE 3B

SITE 3C

300’ PR

OP.

R/W

CHORD

+15.00 -L-

184.00’160.00’

+80.00 -L-

184.00’150.00’

CHORD

3

5

4

4

6

PI Sta 31+07.94

= 27° 05’ 05.5" (RT)

L = 1,806.82D = 1° 29’ 56.5"D

T = 920.62’

R = 3,822.17’

SE = .06

PIs Sta 41+25.41s = 2° 57’ 03.1"F

Ls = 393.70’

LT = 262.50’

ST = 131.27’

-Y3RPD--L-

47.00’ RT.

-Y3RPA- POT STA. 10+00.00=

-L- CS STA. 39+94.14

-L- ST STA. 43+87.84

40+00

45+0050+00

-Y3RPA-

-Y3RPD-

-L-

PIs Sta 11+63.39

F

Ls = 245.00’

LT = 163.39’

ST = 81.72’

L = 644.51’

PI Sta 15+72.72

D

T = 327.72’

R = 1,444.00’

SE = .08

-Y3RPD- ST Sta. 10+00.00 =

-L- POTSta. 47+13.14

-Y3RPD- SC Sta. 12+45.00

15+00

-Y3RPD- CS Sta. 18+89.51

S 12° 46’ 51.4" W

-L- POC STA. 39+54.00 47.00’ LT.

NAD 83/ 95

F F F F F F F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F F

F

F

F

F

F

F

F

F

F

F

F

F

C

C

F

F

F

F

F

F

F

F

2GI

15" C

SP

2GI

18" C

SP

FS

15" C

SP

15" C

SP

15" C

SP

2GI

LATERAL ’V’ DITCH( Not to Scale)

Natural

GroundD

3:1 3:1

bFill

Slope1"/Ft.

DETAIL B

b= 5.0 Ft.

Min. D= 1.0 Ft.


Fill

Slope

( Not to Scale)

TOE PROTECTION

d

Fabric

Filter

FLATTER2:1 O

R

Ground

Natural

DETAIL C

d= 1.0 Ft.



2GI

( Not to Scale)


GradeDitch

DETAIL D

1.5’5’

2’


FROM STA. 48+55 TO STA. 48+75 -L- (LT) (Est. Qty 22 tons)FROM STA. 48+36 TO STA. 48+56 -L- (RT) (Est. Qty 23 tons)FROM STA. 48+95 TO STA. 49+15 -L- (RT) (Est. Qty 23 tons)


BA

RREL #

1B

ARREL #

2

Median Ditch

( Not to Scale)

FALSE SUMP

S

S=Ditch Slope

etc.

GI

C Proposed DitchL

2’

D

D


0.0% To 2.0%

Over 2.0% To 4.0%

20’

30’

Over 4.0% To 6.0%

Over 6.0%

40’

50’

9"

DD

D D


DETAIL P


FS2GI

2GI

FS

2GI 2GI 2GI


2GI



STA. 51+05 -L- (LT.)END SBG @









SEE DETAIL "B"LATERIAL "V" DITCH

( Not to Scale)

LATERAL BASE DITCH

Natural

Ground3:1

D

B

b

Fill

Slope

d3:1 1"/Ft.

DETAIL A

*When B is < 6.0’

Type of Liner= PSRM

b= 5.0 Ft.

B= 5.0 Ft.

Max. d= 1.5 Ft.

Min. D= 1.0 Ft.

PSRM = 544 SYFROM STA. 48+56 TO STA. 52+00 -L- (LT)



SEE DETAIL "A"LATERAL BASE DITCH


2 @ 9’ X 9’ RCBC




2:1 2:1

b

Fill Slope

dD

B

( Not to Scale)

Fabric

Filter

1"/Ft.

-

Natural

Ground

Std. No. 876.01

*When B is > 6.0’




b= 5.0 Ft.

B= 5.0 Ft.

Max. d=2.0 Ft.

Min. D= 2.0 Ft.



15" RC

P-IV

15" RCP-IV

15" RCP-IV

18" RC

P-IV

15"

15"

15" 15"

W/ ELBOWS

ROD AND LUG


SEE DETAIL "C"CLASS "B" RIPRAPTOE PROTECTION

CLASS "I" RIPRAP

CLASS "I" RIPRAP

S05°24’20"

W

400.00’

N85°0

9’5

7"W

235.8

4’

S05°24’20"

W

N05°30’44"

E

890.00’

N05°30’44"

E

308.86’

674.25’

CITY OF GREENSBORO

CITY OF GREENSBORO

EIP

EIP

EIP

BETTIE B. CLARK

FRED M. CLARK &

CATHERINE M. CHICKILLORICHARD CHICKILLO &ROCCO G. CHICKILLO,

KOTIS COMPANY, LLC

SOI

L

S

OIL

SOIL

{{

zz

SOIL

SOIL

SOIL

693

694

694

694

694

694

694

695

695

695

695

695

695

695

695

695

695

695

696

696

696

696

696

696

696

696

697

697

697

697

697

697

697

697

697

698

698

698

698

6986

98

698

698

698

698

698

698

698

699

699

699

699

699

699

699

699

699

699

699

699

699

699

699

699

699

699

700

700

700

700

700

700

700

700

700700

700

700

700

700

700

700

700

700

700

700

700 700

700

700

700

700

700

700

700

700

700

700

700700

700

701

701

701

701

701

701

701

701

701

701

701

701

701

701

701

701

701

701

701

701

702

702

702

702

702

702

702

702

702

702

702

702

702

702

702

702

702

702

702

703

703

703

703

703

703

703

703

703

703

703

703

703

703

703

703

704

704

704

704

704

704

704

704

704

704

704

704

704

704

704

704

705

705

705

705

705

705

705

705

705

705

705

705

705

705

705

705

705

705

705

705

705

705 70

5

705

705

705

705

705

705

706

706

706

706

706

706

706

706

706

706

706

706

706

706

706

706

707

707

707

707

707

707

707

707

707

707

707

707

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708

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711711

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713713

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715 715

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719

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719

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719

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720

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7207

20

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721

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723

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725725

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729

729

729

730

730

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730

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730

730

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731

731

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731

731

731

731

732

732

732

732

732

732

732

733

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733

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734

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735

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736

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737

737

737

737

737

737

738

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738

738

738

738

739

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740

740

740

740

741

741

741

742

742

743

743

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744

745

745

745

746

746

746

746

747

MA

TC

HLIN

E -L- STA. 38+

00.0

0 SEE S

HEET 4


MA

TC

HLIN

E -L- STA. 52+

00.0

0 SEE S

HEET 6


SEE SHEET 53 FOR -Y3RPA- PROFILE

SEE SHEETS 53 & 54 FOR -Y3RPD- PROFILE

MATC

HLI

NE -Y

3RPD-

STA. 19

+00.0

0 SEE SH

EET 4


ENGINEER ENGINEER

R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.

5U-2525B

SEE SHEETS C-1 THRU C-?? FOR CULVERT PLANS

RE

VISIO

NS

03-19-13

R/

W

RE

VISIO

N (D

WG) -

CO

MBIN

ED

PA

RC

ELS 4

AN

D 79 IN

TO P

AR

CE

L 4 (CI T

Y

OF

GR

EE

NS

BO

RO).

shawnharris

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shawnharris

Sticky Note


710

700

690

2:1 (N

OR

MAL)

2:1 (

NO

RM

AL)

100-YR. WSE

50-YR. WSE

CHANNEL BED

CHANNEL BED

C ELEV. = 693.6L

0.60%

TOP OF BANK

TOP OF BANK

TOP SLAB

NWS

0’50’ LT.150’ LT. 50’ RT. 150’ RT.

PROFILEDIVISION OF HIGHWAYS

SHEET OF

GUILFORD COUNTY

PROJECT: 34821.1.1 (U-2525B)

OF GREENSBORO RELOCATION TO US 29 NORTH

FROM NORTH OF US 70GREENSBORO EASTERN LOOP

NCDOT

03/08/13

710

720720

C STA. 48+65.00 -L-

2 @ 9’ x 9’ RCBC (1’ BURY)

L

GRADE POINT ELEV. = 732.36

SKEW = 85 DEGREES

shawnharris

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00

00

1010

1010

20

20

30

30

40

40

50

50

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70

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90

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270

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280

290

290

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/23/99


710 710

720 720

730 730

740 740

750 750

760 760

770 770

38+50.00

710 710

720 720

730 730

740 740

750 750

760 760

770 770

39+00.00

X-20U-2525B

-L-

5 10

720.00

0.060

D.P. 759.719

6:1 5.460:1

0.039 0.040

- Y3RPA -

OFF -52.73

STA 11+05.51

2:1

2:12:1

EL=725.14

718.90

0.060

D.P. 758.187

6:1 5.460:1

0.059 0.060

- Y3RPA -

OFF -49.61

STA 10+54.74

2:1

2:12:1

EL=724.49

WLB

SITE 3

WLB

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00

00

1010

1010

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

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120

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140

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150

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190

200

200

210

210

220

220

230

230

240

240

250

250

260

260

270

270

280

280

290

290

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/23/99


720 720

730 730

740 740

750 750

760 760

39+50.00

710 710

720 720

730 730

740 740

750 750

760 760

40+00.00

X-33U-2525B

-L-

5 10

715.92

0.0606:1 5.460:1

4:1

SP 14

WLB

SITE 3

714.82

0.0596:1 5.476:1

4:1SP 13

WLB

SITE 3

shawnharris

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00

00

1010

1010

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

130

130

140

140

150

150

160

160

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180

180

190

190

200

200

210

210

220

220

230

230

240

240

250

250

260

260

270

270

280

280

290

290

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/23/99


700 700

710 710

720 720

730 730

740 740

750 750

42+50.00

700 700

710 710

720 720

730 730

740 740

750 750

760 760

43+00.00

X-24U-2525B

-L-

5 10

711.86

0.021 0.021

D.P. 747.614

6:1 5.992:1

2:1

2:1

2:1

EL=713.91

WLB

WLB

SITE 3

711.44

0.013

D.P. 746.086

6:1 6:1

2:1

2:1

2:1

EL=712.16

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Sticky Note


00

00

1010

1010

20

20

30

30

40

40

50

50

60

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70

70

80

80

90

90

100

100

110

110

120

120

130

130

140

140

150

150

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170

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190

200

200

210

210

220

220

230

230

240

240

250

250

260

260

270

270

280

280

290

290

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/23/99


710 710

720 720

730 730

740 740

44+50.00

710 710

720 720

730 730

740 740

45+00.00

700 700

710 710

720 720

730 730

740 740

45+50.00

X-26U-2525B

-L-

5 10

706.25

0.009

D.P. 741.488

6:1 6:1

2:1

2:12:1

EL=706.91

WLB

WLB

SITE 3

706.15

0.017

D.P. 739.955

6:1 6:1

2:1

2:12:1

EL=703.82

704.67

0.020

D.P. 738.422

6:1 6:1

2:1

2:12:1

EL=702.67

shawnharris

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00

00

1010

1010

20

20

30

30

40

40

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60

70

70

80

80

90

90

100

100

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110

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120

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130

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140

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150

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170

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180

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190

200

200

210

210

220

220

230

230

240

240

250

250

260

260

270

270

280

280

290

290

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/23/99


700 700

710 710

720 720

730 730

740 740

46+00.00

700 700

710 710

720 720

730 730

740 740

46+50.00

700 700

710 710

720 720

730 730

47+00.00

X-27U-2525B

-L-

5 10

702.80

0.020

D.P. 736.890

6:1 6:1

2:1

2:12:1

EL=701.52

701.91

0.020

D.P. 735.357

6:1 6:1

2:1

2:12:1

EL=700.37

700.79

0.020

D.P. 733.824

6:1 6:1

2:1

2:12:1

EL=699.22

WLB

WLB

SITE 3

shawnharris

Text Box


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Sticky Note


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

150

150

160

160

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$

8/23/99


680 680

690 690

700 700

710 710

720 720

730 730

740 740

48+50.00

680 680

690 690

700 700

710 710

720 720

730 730

740 740

49+00.00

X-42U-2525B

-L-

5 10

ROCKCRYSTALLINE

699.58

0.020

S.S. 698.190

0.020 0.020

D.P. 729.635

6:1 6:1

3:1 3:1

2:12:1

EL.=696.03’

700.88

0.020

S.S. 699.713

0.020 0.020

D.P. 728.507

6:1 6:1

3:1 3:1 3:1 3:1

2:12:1

EL.=698.75’EL.=697.42’

WLB

WLB

SITE 4

shawnharris

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S SSURFACE WATER

DENOTES IMPACTS IN


DENOTES TEMPORARY

SITE 5 ~ ~

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$


ENGINEER ENGINEER

R/W SHEET NO.5/14/99


6 U-2525B



MA

TC

HLIN

E -L- STA. 52+

00.0

0 SEE S

HEET 5

MA

TC

HLIN

E -L- STA. 66+

00.0

0 SEE S

HEET 7


SEE SHEET 57 FOR -Y4RPB- PROFILE

210

+00 209+00

211+00

212

+00

213

+00

2GI

FS

2GIFS

2GI

2GI

HW

CLASS "I"

( Not to Scale)


GradeDitch

DETAIL D

Est. 7 Tons

1’5’

1.5’


AT STA. 59+87 -L- (RT)

SlopeFill

b

1"/Ft.3:1 3:

1D

B

( Not to Scale)

LATERAL BASE DITCH

Std. No. 876.01

*When B is > 6.0’

Natural

Ground


b= VAR. Ft.

B= 5.0 Ft.

Min. D= 1.0 Ft.


Median Ditch

( Not to Scale)

FALSE SUMP

S

S=Ditch Slope

etc.

GI

C Proposed DitchL

2’

D

D


0.0% To 2.0%

Over 2.0% To 4.0%

20’

30’

Over 4.0% To 6.0%

Over 6.0%

40’

50’

9"

DD

D D


@ STA. 61+48 -L- (MED)@ STA. 65+48 -L- (MED)

20:1

10:1Traffic Flow

Outside Ditch

0.5’

Min.

GI

etc.

C Proposed DitchLS=Ditch Slope

S

( Not to Scale)

FALSE SUMP

2’

1.0’

Max.

C Proposed DitchL

S etc.

GI

Outside Ditch

10:1 20:1

Traffic Flow

0.5’

Min.

( Not to Scale)

FALSE SUMP

1.0’

Max.

2.0’

S = Ditch Slope

@ STA. 65+48 -L- (LT)

@ STA. 61+48 -L- (RT)@ STA. 65+48 -L- (RT)

LATERAL 5’ BASE DITCHSEE DETAIL "E"

DETAIL E

DETAIL P

DETAIL R

DETAIL Q

2GI

2GI

FS 2GI

FS

2GI

FS 2GI

STA. 57+96 -L- (RT.)BEGIN SBG @





Front DitchSlope

Natural

Ground

D Flatter

4:1 or

( Not to Scale)

SPECIAL CUT DITCH w/HINGE

6.0’

4:1

D

D

VA

RIA

BLE

Min. D= Ft.

SEE DETAIL "V"


PIPE OUTLET CHANNEL

Natural

Ground

D EXISTI

NG BANKEXISTING BANK

(Variable)

CHANNEL BED

Est.= 8 Tons of Class "I" Rip-Rap

D= 4.0 Ft.

Length=20 Ft.

Ground

Natural

( Not to Scale)

STA. 59+88 -L- (RT)

DETAIL V

d= 1.25 Ft.

DETAIL SH


SHEETS 6 - 7SEE ON-SITE MITIGATION PLANS

SEE DETAIL "SH"SPECIAL CUT DITCH W/ HINGE

15" RCP-IV

18" RC

P-III

18" RC

P-III

18" RC

P-III

24" RC

P-III

24" RC

P-III

66"

RCP-III

24" 36"

18"

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

F

C

F

C

F

C

F

F

F

F

F

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

C

C

C

C

NAD 83

+36.12

L = 4,420.01’

PI Sta 79+71.67

D

T = 2,326.53’

R = 5,730.00’

Ls = 200.00’

PIs Sta 55+78.47

F

LT = 133.34’

ST = 66.67’

-L-

SE = .04

-L- POCSta. 63+17.47 47.00’ LT.

-L- SC STA. 56+45.14

-L- TS STA. 54+45.14

55+00N 14° 00’ 10.2" E

60+00

65+00

-L-

-Y4RPB-

SE = .08

-Y4RPB-

-Y4RPB- ST Sta. 10+00.00 =

-Y4RPB- SC Sta. 12+10.00

PIs Sta 11+26.24

F

F

Ls = 210.00’

LT = 126.24’

ST = 83.90’

PI Sta 15+64.37

D

L = 694.16’

T = 354.37’

R = 1,400.00’

CITY OF GREENSBORO

CITY OF GREENSBORO

CHORD

CHORD

+60.00 -L-

185.00’

+00.00 -L-

150.00’

+00.00 -L-

150.00’

300’ PR

OP.

R/W

CHORD

4

4

{

{

shawnharris

Text Box


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S SSURFACE WATER

DENOTES IMPACTS IN


DENOTES TEMPORARY

SITE 5 ~ ~

$$$$$$

SY

STIM

E$$$$$

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

DG

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

$$$$

US

ER

NA

ME$$$$


ENGINEER ENGINEER

R/W SHEET NO.5/14/99


6 U-2525B



MA

TC

HLIN

E -L- STA. 52+

00.0

0 SEE S

HEET 5

MA

TC

HLIN

E -L- STA. 66+

00.0

0 SEE S

HEET 7


SEE SHEET 57 FOR -Y4RPB- PROFILE

210

+00 209+00

211+00

212

+00

213

+00

2GI

FS

2GIFS

2GI

2GI

HW

CLASS "I"

( Not to Scale)


GradeDitch

DETAIL D

Est. 7 Tons

1’5’

1.5’


AT STA. 59+87 -L- (RT)

SlopeFill

b

1"/Ft.3:1 3:

1D

B

( Not to Scale)

LATERAL BASE DITCH

Std. No. 876.01

*When B is > 6.0’

Natural

Ground


b= VAR. Ft.

B= 5.0 Ft.

Min. D= 1.0 Ft.


Median Ditch

( Not to Scale)

FALSE SUMP

S

S=Ditch Slope

etc.

GI

C Proposed DitchL

2’

D

D


0.0% To 2.0%

Over 2.0% To 4.0%

20’

30’

Over 4.0% To 6.0%

Over 6.0%

40’

50’

9"

DD

D D


@ STA. 61+48 -L- (MED)@ STA. 65+48 -L- (MED)

20:1

10:1Traffic Flow

Outside Ditch

0.5’

Min.

GI

etc.

C Proposed DitchLS=Ditch Slope

S

( Not to Scale)

FALSE SUMP

2’

1.0’

Max.

C Proposed DitchL

S etc.

GI

Outside Ditch

10:1 20:1

Traffic Flow

0.5’

Min.

( Not to Scale)

FALSE SUMP

1.0’

Max.

2.0’

S = Ditch Slope

@ STA. 65+48 -L- (LT)

@ STA. 61+48 -L- (RT)@ STA. 65+48 -L- (RT)

LATERAL 5’ BASE DITCHSEE DETAIL "E"

DETAIL E

DETAIL P

DETAIL R

DETAIL Q

2GI

2GI

FS 2GI

FS

2GI

FS 2GI

STA. 57+96 -L- (RT.)BEGIN SBG @





Front DitchSlope

Natural

Ground

D Flatter

4:1 or

( Not to Scale)

SPECIAL CUT DITCH w/HINGE

6.0’

4:1

D

D

VA

RIA

BLE

Min. D= Ft.

SEE DETAIL "V"


PIPE OUTLET CHANNEL

Natural

Ground

D EXISTI

NG BANKEXISTING BANK

(Variable)

CHANNEL BED

Est.= 8 Tons of Class "I" Rip-Rap

D= 4.0 Ft.

Length=20 Ft.

Ground

Natural

( Not to Scale)

STA. 59+88 -L- (RT)

DETAIL V

d= 1.25 Ft.

DETAIL SH


SHEETS 6 - 7SEE ON-SITE MITIGATION PLANS

SEE DETAIL "SH"SPECIAL CUT DITCH W/ HINGE

15" RCP-IV

18" RC

P-III

18" RC

P-III

18" RC

P-III

24" RC

P-III

24" RC

P-III

66"

RCP-III

24" 36"

18"

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

F

C

F

C

F

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F

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F

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C

C

C

NAD 83

+36.12

L = 4,420.01’

PI Sta 79+71.67

D

T = 2,326.53’

R = 5,730.00’

Ls = 200.00’

PIs Sta 55+78.47

F

LT = 133.34’

ST = 66.67’

-L-

SE = .04

-L- POCSta. 63+17.47 47.00’ LT.

-L- SC STA. 56+45.14

-L- TS STA. 54+45.14

55+00N 14° 00’ 10.2" E

60+00

65+00

-L-

-Y4RPB-

SE = .08

-Y4RPB-

-Y4RPB- ST Sta. 10+00.00 =

-Y4RPB- SC Sta. 12+10.00

PIs Sta 11+26.24

F

F

Ls = 210.00’

LT = 126.24’

ST = 83.90’

PI Sta 15+64.37

D

L = 694.16’

T = 354.37’

R = 1,400.00’

CITY OF GREENSBORO

CITY OF GREENSBORO

CHORD

CHORD

+60.00 -L-

185.00’

+00.00 -L-

150.00’

+00.00 -L-

150.00’

300’ PR

OP.

R/W

CHORD

4

4

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STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS B … · type of work: 0 9 / 0 8 / 9 9 division of highways state of north carolina 0 $ $ $ $ s y s t im e $ $ $ $ $ $ $ $ $ $ $ $ $ $