WACKENA ROAD60' Public Right-of-Way

E X I S T I N G

10+

00

11+0

0P

C:1

0+68

.50

PR

C:1

1+54

.06

L1

C1

23

11+00

12+00

13+00

14+00

15+00

16+0017+00 18+00

19+00

20+00

61 2 7

3

PC:15+71.38

PC:18+03.41

PC:20+24.46

PT:16+96.06

PT:19+85.76

L12

C9 L13

C10

L14

C11

END IMPROVEMENTSSTA:19+75.36

END 3.5% SUPER ELEVATIONBEGIN TRANSITION TO 4% SUPERELEVATIONBEGIN MILL & OVERLAY TO CLSTA:18+25.35

BEGIN TRANSITION FROM NORMAL CROWN TO 3.5% SUPER ELEVATIONSTA:14+43.01 END TRANSITION

BEGIN FULL 3.5% SUPER ELEVATIONSTA:15+85.61

BEGIN FULL 4% SUPER ELEVATIONSTA:18+40.48

BEGIN IMPROVEMENTSNORMAL CROWNSTA:11+34.52

ROADWAY CENTER LINE

LOT LINE

RIGHT OF WAY LINE

SETBACK LINE

EASEMENT LINE

WHEELCHAIR RAMP

SIGN

CBU MAILBOX

STREET LIGHT

BUFFER LINE

WCR

CBU

STORMWATER MANAGEMENT AREA

STANDARD CURB & GUTTER

SPILL CURB & GUTTER

HEAVY DUTY ASPHALT

PAVEMENT

CONCRETE SIDEWALK

LIGHT DUTY ASPHALT

PAVEMENT

ASPHALT MILLING/OVERLAY

WACKENA ROAD60' Public Right-of-Way

355

355

355

350

350

350

350

345

345

345

E X I S T I N GR

W

RW

RW

RW

RW

RW

RW

RW

W

WW

W

W

W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W W W W W WW

WW

W

W

W

W

W

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW RW RW RW RW RW RW RW RW

RW

RW

RW

RW

10+

00

11+0

0P

C:1

0+68

.50

PR

C:1

1+54

.06

L1

C1

23

11+00

12+00

13+00

14+00

15+00

16+0017+00 18+00

19+00

20+00

61 2 7

3

PC:15+71.38

PC:18+03.41

PC:20+24.46

PT:16+96.06

PT:19+85.76

L12

C9 L13

C10

L14

C11

END IMPROVEMENTSSTA:19+75.36

END 3.5% SUPER ELEVATIONBEGIN TRANSITION TO 4% SUPERELEVATIONBEGIN MILL & OVERLAY TO CLSTA:18+25.35

BEGIN TRANSITION FROM NORMAL CROWN TO 3.5% SUPER ELEVATIONSTA:14+43.01

2.0%

END TRANSITIONBEGIN FULL 3.5% SUPER ELEVATIONSTA:15+85.61

BEGIN FULL 4% SUPER ELEVATIONSTA:18+40.48

BEGIN IMPROVEMENTSNORMAL CROWNSTA:11+34.52

2.0%

2.0%

2.0%

3.5%

3.5%

3.5%

3.5%

3.5%

3.5%

4.0%

4.0%

4.0%

EX

CB#100RIM: 353.60INV OUT: 348.42

32 LF 15" RCP @ 1.00%

345

355

350

355 350

LINE TABLE

NAME

L12

L13

L14

ROADWAY

WACKENA ROAD

WACKENA ROAD

WACKENA ROAD

LENGTH

655.74'

107.34'

38.70'

DIRECTION

S83°57'44"E

N88°53'38"E

N62°46'25"E

CURVE TABLE

NAME

C9

C10

C11

ROADWAY

WACKENA ROAD

WACKENA ROAD

WACKENA ROAD

RADIUS

1000.00'

400.00'

269.45'

ARCLENGTH

124.68'

182.36'

82.15'

CHORDLENGTH

124.60'

180.78'

81.84'

TANGENTLENGTH

62.42'

92.79'

41.40'

MIDDLEORDINATE

1.94

10.35

3.12

EXTERNALDISTANCE

1.95'

10.62'

3.16'

CHORDDIRECTION

S87°32'03"E

N75°50'02"E

N52°09'01"E

NOT FOR CONSTRUCTION

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1" =

40'

THE TOWN OF CARY

WATER RESOURCES DEPARTMENT

APPROVED UTILITY EXTENSIONS

RECLAIMED WATER PERMIT#: RW18007

SANITARY SEWER PERMIT #: WW18003

WATER PERMIT #: WP18020

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ON OFES

C ROL I NAI ONAL

N

40' 80'

SCALE IN FEET

20'40'

SCALE: 1 IN = 40 FT

SCALE IN FEETHORIZONTAL

0

1. ALL PAVEMENT MARKINGS SHALL BE I.A.W. THE LATEST EDITIONS OF THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD) AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

(NCDOT) STANDARDS & SPECIFICATIONS.

3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.

4. ALL PAVEMENT MARKINGS SHALL BE DESIGNATED AS FOLLOWS PER NCDOT PAVEMENT MARKING

SYMBOLS.

PAVEMENT MARKING NOTES:

COMPACTED

SUBGRADE

PAVEMENTTYPE

MINIMUMLIFT (IN)

MAXIMUMLIFT (IN)

S 4.75A 0.5 1.0SF 9.5A 1.0 2.0

1.5 2.02.5 4.0

5.5B 37.5C 4.5 6.0

3.0

S 9.5X**I 19.0X**

B 25.0X**

SINGLE LIFT DEPTHS TABLE*

*MINIMUM LAYER THICKNESS IS APPROXIMATELY 3TIMES THE NOMINAL MAXIMUM AGGREGATE SIZE.

**CAN BE TYPE B,C OR D.

PRIME COAT

TACK COATSTANDARD 30"

CURB & GUTTER

6"1:1 SLOPE

1.5" OVERLAY

EXISTING

PAVEMENT

CURB &GUTTER SECTION

SCALE:

4C-07

PAVEMENT SECTIONSNTS

LEGEND:

SCALE:

1C-07

WACKENA ROADWAY LAYOUT1" = 40'

5' CONC SW

STOP SIGN

LE

YT

ON

L

AN

E

1.5" MIL &

OVERLAY

SCALE:

2C-07

WACKENA ROAD GRADING & DRAINAGE LAYOUT1" = 40'

BEGIN MILL & OVERLAY AT

PROPOSED C&G (BY OTHERS)

STATION: 11+34.53

30" STANDARD

CURB & GUTTER

30" STANDARD

CURB & GUTTER

2'-6' TYPE MINI-SKIP

4 INCH

WHITE, THERMOPLASTIC

NCDOT STD. 1205.01

EDGE LINE

4 INCH

WHITE, THERMOPLASTIC

NCDOT STD. 1205.01

EDGE LINE

4 INCH

WHITE, THERMOPLASTIC

NCDOT STD. 1205.01

CROSSWALK (TRAVERSE)

8 INCH

WHITE, THERMOPLASTIC

NCDOT STD. 1205.07

2'-6' TYPE MINI-SKIP

4 INCH

WHITE, THERMOPLASTIC

NCDOT STD. 1205.01

50' LENGTH MIN.

STOP BAR

24 INCH

WHITE, THERMOPLASTIC

NCDOT STD. 1205.01

1.5" MIL &

OVERLAY

VARIABLE MILL

& 1.5" OVERLAY

LC RD.

COMPACTED

SUBGRADE

60' RIGHT OF WAY

16'

2.5'

37' ROADWAY

16'

3:1

3:1

30" STANDARD

CURB & GUTTER

11.5' 11.5'

TIE TO EXISTING

ASPHALT PAVEMENT

SCALE:

3C-07

WACKENA ROAD WIDENING TYPICAL SECTIONNTS

2%

2.5'

3:1

3:1

5'5'

SIDEWALK

1.5'

2%

TIE TO EXISTING

UTILITY

STRIP

5'

UTILITY

STRIP

5'

SIDEWALK

1.5'

FUTURE C&G

BY OTHERS

VARIES

±2-4%

AASHTO SIGHT DISTANCE SUMMARY

MINOR STREET MAJOR STREETDESIGN SPEED OF

MAJOR STREET (MPH)

APPROACH GRADE OF

MINOR STREET (%)

LEFT TURN TIME

GAP (SEC)

RIGHT TURN

TIME GAP (SEC)

LEFT TURN

SIGHT

DISTANCE (FT)

RIGHT TURN

SIGHT DISTANCE

(FT)

SCARBOROUGH

OAKS LANEWACKENA ROAD 40 5.0 7.5 6.5 441 382

INTERSECTION SIGHT DISTANCE (ISD) CALCULATED FROM AASHTO GREEN BOOK FIGURE 9-1FOR TURN FROM STOPISD = 1.47 Vmajor x tgtg (left) = 7.5 sec + (5-3) * (0.2) = 7.9 sectg (right) = 6.5 sec + (5-3) * (0.1) = 6.7 sec

AASHTO SIGHT

DISTANCE LINE

CABCNOTES:

1. EXISTING WACKENA ROAD IS SUPER ELEVATED

2. PAVEMENT DESIGN PER NCDOT AS FOLLOWS:

3" S9.5C

4" I19.0C AND

10" CABC (5" ASPHALT BASE (B-25.0C) WHEN WIDTH OF PAVEMENT IS 6 FEET OR LESS)

12'12'4' 4'

BIKE

LANE

TRAVEL

LANE

TRAVEL

LANE

BIKE

LANE

18" LAP JOINT

±2-4%

SURFACE COURSE - 3" S9.5C

INTERMEDIATE COURSE - 4" I19.0C

BASE COURSE - 10" CABC

NORMAL CROWN & SUPER ELEVATIONS SHOWN HERE

PER THE TOWN OF CARY APPROVED RESERVE AT

WACKENA HILL SUBDIVISION (15-SB-022) FOR STATIONS

11+34.20 THRU 18+40.48.

SUPER ELEVATION NOTES:

10'x70' SIGHT

TRIANGLE

10'x70' SIGHT

TRIANGLE

8' WIDE HI-VISIBILITY

CROSSWALK

CONNECT TO EX.

CB-101 (WACKENA

HILLS SUBDIVISION)

±2-4%

SCALE:

5C-07

NCDOT CATCH BASIN - CB#101NTS

TOWN OF CARY SIGNATURE SET

APPROVED by the Town of CaryDevelopment Review Committee

08/09/2018By: Kevin A. Hales