NAD 83 / CORS

Page 1

T

T

T

T

T

T

T

24'

24'

35.5'

35.5'

4'

4'

4'

24'

24'

4'

35.5'

54' (TYP.)

35.5'

11.5'

11.5'

11.5'

11.5'

3.66'

3.66'

5'

5'

5'

6'

6'

5'

MONO. ISLAND

PROP. CONC.

24'

2'

38'

2.5'

4.5

6'

100'

7/16/2015 1:05:16

PM

...\

Proj\

R2915

B_

Rdy_psh_04.d

gn

US

ER:

CL

OD

GO

DJ

HYDRAULICSROADWAY DESIGN

ENGINEER ENGINEER

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

4

MA

TC

H

TO

SH

EET 5 - -L- PO

C

Sta. 16

4+

00.0

0

SEE SHEETS C-1 THRU C-13 FOR CULVERT PLANS

SEE SHEETS 2D-1 THRU 2D-3 FOR DRAINAGE DETAILS

SEE SHEET 20 FOR -DR1- PROFILE

SEE SHEET 13 FOR -L- PROFILE

DRIVEWAY RADII ARE 15' UNLESS OTHERWISE NOTED

S LEA

NO

RTH CAROLIN

A

PROFE

SSIONAL

ENGINEER

14160 SR

ED

NUAS .B

SA

L

GU

OD

R.

J

R

A

IN

SLL

HT

O

RL

ROCA

RO

FESSION

9334

G

E

N REIN

E

WYNE

H

W.

SEALP

NA

L

E

GR

MT

L

WD

& GR

W/LT

S

S

S

GR

RUINS

1SFD

GR

12"

CM

P

SOIL

8' G

R

GR

HTR

S

WD RAIL

WD RAIL

GR

S

S

GR

GR

GR

WD RAIL

1SM

TL

BUS

1SFBUS

S

GR

S

SR 1003 ID

LE

WIL

D

RD 23' B

ST

CONC

CAN

7' WW

19' HW

10' WW

19' HW

7' WW

10' WW

26' HW

15' WW

6' WW

26' HW

15' WW

6' WW

RIP

RAP

18" CMP

20' G

R

RIP

RA

P

4SBW

10' S

OIL

B

9' S

OIL

1S

EL

EC

1S ELEC

11' SOIL

S

SS

GR

GUY

4SBW

4S

BW

S

48" CHL

48" CHLGR

S

1•SFD

1S ELEC

WD

RAIL

US 221 22' BST

18" R

CP

18"

RC

P

CUL1

CUL2

CUL3

CUL5C

UL6C

UL7C

UL8

HW1

CE1

HW2

CE2

CU

L1

CU

L2

CU

L3

CU

L4

CE1

HW1

CU

L5

CU

L6

CU

L7

CU

L8

CE2

HW2

CUL4

UNDER BRIDGE

TELE. CONDUIT

STATIONTELE.

REMOTE

2-8'x

8' B

AR

RELS

2-8'x8'

BARRELS

MT

LW

D

&

61.27'

40.9

7'

58.2

6'

69.3

0'

85.19'

EIP

244.12'

42.2

5'

53.9

8'

411.81'

40.2

5'

EIP

57.2

3'

EIP

174.0

0'

59.58'

DB 275 PG 170

195.46'

EIP

81.12'

EXISTING R/W

EXISTING R/W

EIP

135.0

0'

99.0

1'

35.2

6'

16' EXISTING R/W

112.6

1'

63.0

4'

73.6

4'

DB 126, PG 1493

DB 271, PG 743

DB 130, PG 148

EIP

EIP

EIP

314.7

3'

302.9

6'

159.9

8'

118.12'

65.5

8'

24.17'

144.82'

29.16'

296.0

3'

40.35'

18.76'

30.15'

26.13'

26.2

5'

53.4

6'

57.3

5'

55.03'

22.6

5'

27.6

1'

31.8

5'

33.2

0'

75.0

0'

57.6

6'

200' SIG

HT

DIS

TA

NC

E

EXIS

TIN

G

RW

100.0

0'

31.48'

368.6

5'

36.7

0'

100.0

0'

EXISTING RW

EXISTING RW

9.0

3'

EXISTING RW

EXISTING RW

16.0

0'

50.0

0'

50.0

0'

PER DB 183, PG 1131LEASE AGREEMENT

APPROXIMATE LOCATION OF

77.89'

EXIS

TIN

G

RW

EXISTING RW

32.0

0'

EXISTING RW

4.88'

27.8

2'

117.10'

18"

HD

PE

194.14'

36" W

W

& 2SB

W

CONSTRUCTION

UNDER

AREA

CATHERINE R. CLARK

RAY T. SMITH, ET.AL

TRUSTEES OF MORNING STAR BAPTIST CHURCHWENDELL WILCOX

KENNETH DAYLONNIE MILLER

KEITH BLACKBURN

DONNA FAYKOAND WIFE

RICHARD FAYKO, JR.

VIOLA A. DEALCHARLES G. DEAL

PATRICIA D. GRIGGSTHOMAS R. GRIGGS

BAXTER NORRIS CONSTRUCTION

FS HOLDING, LTD. &

DB Q-4 PG 518

DB 242 PG 2234

PB 7 PG 53PB 6 PG 64

AMY F. ROSEKAREN FLOWE PRESLAR

PB 5 PG 242

DB 206 PG 1446

PORTION OF PB 5, PG 242DB 226, PG 626

(DOUBLE OAK TO EIP)

3.05'

EIP

OAK

DOUBLE

RAMP

LOADING

WD

DB 282, PG 1081

HERBERT D. WATSON, L/EDB O-4 PG 255

EIP

DB 282 PG 1776

HUBERT E. HAMILTON

DB 390 PG 769

SHANE VANNOY, LLC

EIP

EIP

EIP

EIP

EIP

EIP

BST

GR

DK

CHURCH

1SF

EIP

101.66'

EIP

PER

DB 163, P

G 1381

(WID

TH U

NSPECIFIE

D)

EXIS

TIN

G R

OA

DW

AY

ACCESS EASE

MENT

OVER

APPR

OXIM

ATE LOC

ATIO

N

OF

2.29'

EIP TO R/W

EIP

260.45'

BM#7

24" CMP

DB O-4, PG 111

BAXTER DERRICK HARDIN

DB 253, PG 1693

DEAN POTTER

PORTION OF PB 5, PG 590DB 251, PG 1563

THOMAS R. GRIGGS

PORTION OF PB 5, PG 590DB 251, PG 2159

141.97'

+80.83

14.54'+54.80

36.29'+82.48

GAP CREEK

JOHN YATES

DB 402 PG 1707

N 47°31'2

1" E

117.34'

S 47°40'45" W

130.73'

S 14°57'34" E

135.97'

PATRICIA D. GRIGGSTHOMAS R. GRIGGS

DB 197, PG 1097DB 251, PG 2157

24.7

6'

3.8

5'

ANGELA TURRISIJOSEPH TURRISI

DB 350, PG 2170

DB 212, PG 471

DB 255, PG 131

MARTHA D. WATSON

RETA H. GREENEAND WIFE

BRICE R. GREENE

DB 254, PG 380

DB 254, PG 378

ETAL.PATRICIA D. GRIGGSTHOMAS R. GRIGGSCHARLES L. DEAL

915 JONES FRANKLIN ROAD

RALEIGH, NORTH CAROLINA 27606

SUNGATE DESIGN GROUP, P.A.

NC COA No. C-0890

R-2915B

RE

VISIO

NS

NC COA No. F-0412Raleigh, NC 27612-3228Suite 3005400 Glenwood AvenueCamp Dresser & McKee

REMOVE

0404

0405

0406

SEE PROFILESTA. 164+50 TO 166+00 -L- RT

SPECIAL DITCH GRADE

SEE DETAIL #1

LAT 2' GRASSED SWALE

STA 162+63 -L- LT

FROM STA 160+25 TO

SHOULDER BERM GUTTER

GRADE TO DRAIN

0403

2GI

2GI15" R

CP-IV

15" RC

P-IV

EST. 7 SY GF

EST. 2 TONS

CL 'B' RIP RAP

SEE DETAIL#2

CL 'B' RIP RAP

TOE PROTECTION

15" RC

P-IV

04072GI

15"

DI

DI15" R

CP-IV

TB 2GI

SEE DETAIL #36EST 45 TONS

AND FLOOPLAIN BENCHSTREAM BANK STABILIZATION

CL 'I' RIP RAP

SEE DETAIL #36EST. 15 TONS

AND FLOODPLAIN BENCHSTREAM BANK STABILIZATION

CL 'I' RIP RAP

0401

0402

15" RCP-IV

SEE DETAIL #30

EST. 1000 SY GF

EST. 340 TONS

W/ CL 'B' RIP RAP

LINE ROADWAY DITCH

SEE DETAIL #25W/ COIR FIBER MATTING

2' BASE DITCH

SPEC CUT

SEE DETAIL #26EST. 50 SY

W/ COIR FIBER MATTINGBERM 2' BASE DITCH

160

-L- ST Sta. 161+55.70

-L- TS Sta. 162+63.70

CURVE DATA FOR LINE -L-

SE = 0.06

PIs Sta 159+39.85

F

Ls = 324.00'

LT = 216.17'

ST = 108.15'

PIs Sta 164+67.93

F

Ls = 306.00'

LT = 204.22'

ST = 102.20'

PI Sta 166+14.75

D

L = 90.04'

T = 45.05'

R = 1,060.00'

.06

.06

.05

.05

.04

.04

.03

.03

.02

.02

.02

.02

.01

.01

.01

.01

.00

.00

.02

.02

CAT-1

GRAU 350

GRAU 350

GRAU 350

CAT-1

P.S.

P.S.

P.S.

P.S.-L-

BEGIN CULVERT

-L- POS Sta. 161+32.67

END CULVERT

-L- POT Sta. 161+65.04

END TIP PROJECT R-2915A

BEGIN TIP PROJECT R-2915B

-L- CS Sta. 160+01.83 LB.

-L- CS Sta. 158+31.70 LA.=

RUNOFF = 306.00'

-DR1- POT Sta. 10+00.00

-L- POS Sta. 163+50.44=

-DR1- PC Sta. 10+53.29

-DR1- PRC Sta. 10+88.19

-DR1- PT Sta. 11+61.45

-DR1- PC Sta. 12+79.58

-DR1- PT Sta. 13+49.50

-DR1- PC Sta. 14+35.40

-DR1- PT Sta. 14+98.10

CURVE DATA FOR LINE -DR1-

SE = NC

PI Sta 10+71.67

D

L = 34.90'

T = 18.38'

R = 45.00'

PI Sta 11+25.16

D

L = 73.26'

T = 36.97'

R = 220.00'

PI Sta 13+17.28

D

L = 69.92'

T = 37.70'

R = 75.40'

PI Sta 14+66.81

D

L = 62.70'

T = 31.41'

R = 400.00'

SE = NC SE = NC SE = NC

NAD 83 / CORS

-BL-GPS-2915-5

.01

.02

.00

.01

.02

+48.50

+31.7

0

+55.2

8

BY OTHERSTO BE DONE

BY OTHERSTO BE DONE

WITH FILL, SEE X-SECTS

TIE IN EXIST. SLOPES

CONSTRUCTED BY OTHERS24' DRIVE TO BE

24'

+25.00

+63.70

BEGIN SBG

END SBG

48" WW FENCE

10' (T

YP.)

C&G

PROP. 2'-9"

END CONSTRUCTION

-DR1- POT Sta. 15+43.00

BEGIN TEMP. GUARDRAIL

STA. 159+00+/- -L-

END TEMP. GUARDRAIL

STA. 164+00+/- -L-

TEMP. GRAU-350 TEMP. GRAU-350

QUANTITY = 850 SQ. FT.

TO -L- STA. 162+10+/-, 0.5' LT

-L- STA. 161+10+/-, 0.5' LT

TEMPORARY SHORING

PARCEL 5

EXISTING WELL

ABANDON

SEAL AND

(CHORD)

(CHORD)

100.00' RT

+31.70 -L-

100.00' RT

+55.70 -L-

100.00' RT

+63.70 -L-

215.00' RT

+00.00 -L-

47.00' RT

+10.00 -DR1-

35.00' RT

+85.00 -DR1-

15.00' RT

+53.00 -DR1-15.00' LT

+53.00 -DR1-

27.00' LT

+03.00 -DR1-

62.00' LT

+80.00 -DR1-

262.00' RT

+63.00 -L-

1

2

3

4

5

6

7

POINTACCESS

POINTACCESS

8

9

10

54.00' RT

+55.00 -DR1-

120.00' RT

+90.00 -L-

85.00' LT

+31.70 -L-

86.41' LT

+50.63 -L-

89.05' LT

+34.00 -L-

87.45' LT

+74.00 -L-

BEG. PARTIAL C/A

110.00' RT

+55.00 -L-

104.85' LT

+84.00 -L-

138.52' LT

+93.15 -L-

154.51' LT

+92.41 -L-

153.81' LT

+77.04 -L-

137.82' LT

+77.82 -L-

109.02' LT

+86.87 -L-87.80' LT

+87.59 -L-

86.41' LT

+60.91 -L-

90.59' LT

+44.02 -L-

107.14' RT

+22.00 -L-

122.00' RT

+22.00 -L-

11B

11A

(DO NOT SET)EX R/W

+09.68 -Y9A-

BEG. PARTIAL C/A

50.00' LT

+50.00 -Y9A-

100.00' RT+50.00 -L-

11A

50.00' LT +50.00 -Y9A-

FENCEBEG. 48" WW

FENCE

END 48" WW

101.27' RT

+91.00 -L-

FENCE

BEG. 48" WW

103.71' RT

+51.00 -L-

FENCE

BEG. 48" WW

90.08' LT

+11.54 -L-

F

FF

F

F

F

F

F

F

F

F

F

F

F

F

F

C

C

C

C

C

C

C

C

C

C

C

F

F

F

155

160

-L-

-Y9-

15

15

D

-L- SC Sta. 157+96.88

PI Sta 11+60.32

L = 309.68'

T = 160.32'

R = 485.00'SE = 06

RO = 124.08

END CONSTRUCTION

-Y9A- POT Sta. 13+10.00

-Y9A- PT Sta. 13+09.68

-L- Sta. 158+52.64 =

-Y9A- PC Sta 10+00.00

-L- SRS Sta. 154+72.88

CURVE DATA FOR -Y9A-

7/17/2015 7/17/2015