M

o

n

ito

rin

g

W

e

ll

EX

8

" D

IP

W

AT

ER

E

X

8

"

D

I

P

W

A

T

E

R

E

X

H

Y

D

R

A

N

T

A

N

D

B

L

O

W

O

F

F

A

T

E

N

D

O

F

L

IN

E

6

0.28 AC

(12,082 SF)

19

0.29 AC

(12,691 SF)

16

0.28 AC

(12,242 SF)

1

0.33 AC

(14,389 SF)

2

0.28 AC

(12,061 SF)

3

0.28 AC

(12,047 SF)

4

0.28 AC

(12,059 SF)

5

0.28 AC

(12,071 SF)

7

0.28 AC

(12,094 SF)

8

0.28 AC

(12,106 SF)

18

0.28 AC

(12,287 SF)

9

0.30 AC

(12,991 SF)

10

0.48 AC

(20,726 SF)

26

0.28 AC

(12,090 SF)

13

0.29 AC

(12,502 SF)

25

0.30 AC

(12,866 SF)

11

0.28 AC

(12,141 SF)

12

0.32 AC

(13,734 SF)

15

0.27 AC

(11,681 SF)

17

0.28 AC

(12,018 SF)

21

0.28 AC

(12,360 SF)

20

0.28 AC

(12,150 SF)

335' S

D

T

290' SD

T

2

8

0

' S

D

T

2

4

0

' S

D

T

92.40'

130.44'

92.40'

130.57'

1

1

.

2

4

'

2

9

.4

7

'

108.32'

140.11'

1

2

4

.

8

5

'

1

6

.

9

7

'

4

0

.

1

2

'

92.00'

C

2

21.56'

130.32'

92.40'

92.40'

92.40'

92.40'

130.70'

92.40'

92.40'

130.82'

130.95'

92.40'

92.40'

92.40'

92.40'

131.08'

126.98'

C

12

58.9

1'

1

9

.

6

4

'

78.57'

134.33'

C

1

3

1

1

8

.

8

4

'

1

2

8

.9

0

'

32.45'

58.9

1'

21.14'

208.3

4'

5

4

.

9

2

'

6

1

.

2

1

'

32.55'

C

16

80.00'

1

1

7

.2

3

'

4

9

.

4

4

'

0.2

0'

2

9

.

2

6

'

180.76'

7.81'

1

1

2

.5

5

'

59.94'

7

4

.

7

4

'

52.0

9'

C

2

4

9

6

.1

8

'

C

2

2

C

2

1

28.27'

133.67'

100.92'

79.2

6'

2

1

.3

6

'

88.19'

139.46'

88.00'

95.00'

16.37'

C

1

4

65.68'

70.00'

135.00'

110.00'

C

5

90.00'

135.00'

117.0

9'

38.31'

C

1

1

2

3

.

7

9

'

5

.

3

9

'

39.36'

C

9

111.75'

4

9

.

5

8

'

6

5

.

6

1

'

4

7

.4

6

'

100.00'

105.00'

C

4

75.00'

130.00'

93.00'

130.00'

38.00'

2

2

.

0

1

'

29.01'

95.9

7'

14

0.28 AC

(12,020 SF)

22

0.28 AC

(12,245 SF)

200'S

SD

200'SSD

5

4

.

9

3

'

9

4

.8

2

'

2

0

.0

5

'

39.92'

C

36

C3

7

C10

9

.

0

4

'

1

5

6

.

2

5

'

55.00'

RESERVED FOR POTENTIAL DEVELOPMENT

0.56 AC

(24,576 SF)

22.64'

1

7

.

8

2

'

3

9

.3

0

'

2

2

.

4

7

'

8

.

8

8

'

C

2

0

C

2

7

C

28

74.02'

80.00'

C

2

9

C

3

0

C

3

1

2

0

0

'

S

S

D

2

0

0

'

S

S

D

R

2

0

'

R

2

0

'

4

'

4

BP: 10+00.00

PI: 12+99.25

B

P

:

9

+

5

0

.

0

0

P

C

:

1

0

+

9

1

.

0

7

PT

: 1

3+

43

.8

3

PC

: 1

9+

32

.2

5

PT

: 20+

95.5

6

PI: 2

2+

90.3

8

R

2

0

'

R

2

0

'

S

8

9

° 0

9

' 2

2

"E

3

0

8

.9

3

'

S

4

7

°

1

8

'

5

7

"

W

1

6

1

.

1

5

'

S

6

2

°

0

5

'

0

9

"

W

1

1

1

.

0

8

'

L1

C1

E

X

8

"

D

I

P

W

A

T

E

R

E

X

H

Y

D

R

A

N

T

A

N

D

B

L

O

W

O

F

F

A

T

E

N

D

O

F

L

IN

E

1

2

8

0

' S

D

T

2

4

0

' S

D

T

1

2

4

.

8

5

'

1

6

.

9

7

'

4

'

4

R

2

0

'

R

2

0

'

00 10050

1"=50'

50

B

R

O

O

K

C

R

O

S

S

D

R

6

0

'

P

U

B

L

I

C

R

/

W

CO

RA

LB

ER

RY

C

IR

60' P

UB

LIC

R

/W

E

X

T

O

P

O

F

B

A

N

K

E

X

T

O

P

O

F

B

A

N

K

E

X

T

O

P

O

F

B

A

N

K

CHANDLER COVE WAY

50' PUBLIC R/W

CH

AN

DLE

R C

RE

EK

P

LA

CE

50' P

UB

LIC

R

/W

STORM BMP

POND LOCATION

CH

AN

DLE

R C

OV

E W

AY

50' P

UB

LIC

R

/W

N

S

EW

50'

50'

50'

50'

COMPACTED

SUBGRADE

8" C.A.B.C.

3" SF9.5A

SURFACE COURSE

50' R/W SUBDIVISION LOCAL

TYPICAL SECTION

NOT TO SCALE

50' R/W

27' B/C

50' R/W

27' B/C

50' R/W

27' B/C

R25' TYP

5

0

'

N

E

U

S

E

R

I

V

E

R

R

I

P

A

R

I

A

N

B

U

F

F

E

R

30'

3

0

'

T

O

C

U

T

I

L

I

T

Y

E

A

S

E

M

E

N

T

6' PE

DE

ST

RIA

N W

ALK

WA

Y C

ON

NE

CT

ION

30' T

OC

U

TILIT

Y E

AS

EM

EN

T

30'

20'

PR

OP

OS

ED

20' T

OC

UT

ILIT

Y

EA

SE

ME

NT

2

0

'

S

T

O

R

M

W

A

T

E

R

E

A

S

E

M

E

N

T

20' PE

DE

STR

IAN

AC

CE

SS

EA

SE

ME

NT/ O

PE

N S

PA

CE

HCAHCA

HCA

25' REAR SETBACK, TYP.

20' FRONT BLDG

SETBACK, TYP.

20' FRONT BLDG

SETBACK, TYP.

25' REAR SETBACK, TYP.

10' INTERIOR

SIDE SETBACK, TYP.

20' FRONT BLDG

SETBACK, TYP.

20' FRONT CORNER

SETBACK, TYP.

25' REAR

SETBACK, TYP.

25' REAR

SETBACK, TYP.

20' TYPE B

BUFFER, TYP.

10' INTERIOR

SIDE SETBACK, TYP.

20' TYPE B

BUFFER, TYP.

25' REAR

SETBACK, TYP.

50' NEUSE RIVER

RIPARIAN BUFFER

WETLANDS

WETLANDS

CBU LOCATION

PROPOSED

WALL "B"

(BY OTHERS)

NOTES:

1. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS.

2. ALL STRUCTURES WITHIN THE BOUNDARIES OF THE SITE REQUIRE INDIVIDUAL PERMITS FROM THE TOWN OF CARY INSPECTIONS AND PERMITS DEPARTMENTS. THIS INCLUDES

RETAINING WALLS AND THE CBU IF LOCATED WITHIN A STRUCTURE.

3. WHEELCHAIR RAMP LOCATIONS ARE APPROXIMATE ONLY. WHEELCHAIR RAMPS SHOULD BE LOCATED AND CONSTRUCTED IN ACCORDANCE WITH TOWN OF CARY AND NCDOT

STANDARDS AFTER THE LOCATIONS OF THE PROPOSED STOP BARS AND/OR PEDESTRIAN CROSSWALKS HAVE BEEN STAKED OUT.

4. PROJECT MAY REQUIRE A PRE-CONSTRUCTION CONFERENCE BEFORE THE GRADING PERMIT IS ISSUED.

5. A DESIGN MODIFICATION LETTER FOR CHAMPION TREE #3 IS INCLUDED WITH THIS SUBMITTAL. A LETTER REQUESTING A DESIGN MODIFICATION FOR THE REMOVAL OF THE

SURVEYED CHAMPION TREE #3 IS INCLUDED IN THIS SUBMITTAL. CHAMPION TREE REMOVAL IS TO OCCUR AT A LATER DATE WITH THE DEVELOPMENT OF THE SINGLE FAMILY

RESIDENTIAL LOTS. BY THE TIME OF REMOVAL, EQUATABLY-SIZED TREES WILL BE EITHER PRESERVED OR PLANTED IN ACCORDANCE TO TOWN OF CARY STANDARD

SPECIFICATIONS TO MITIGATE THE LOSS OF CHAMPION TREE #3.

6. ROADWAY HAS BEEN DESIGNED WITH A 100' RADIUS EXCEEDING THE MINIMUM 90' RADIUS FOR CUL-DE-SAC STREETS AS NOTED IN THE FIGURE 1 DESIGN CHART OF THE TOWN

OF CARY STANDARD SPECIFICATIONS AND DETAILS

7. THE APPLICANT MAY PURSUE REZONING OF THE R-R AREA WITHIN THE AREA RESERVED FOR POTENTIAL DEVELOPMENT TO ALLOW FOR FUTURE RESIDENTIAL DEVELOPMENT.

H/C

20' TYPE B

BUFFER, TYP.

2' MINIMUM SHOULDER, TYP

R55'

R44'

R55'

R44'

TOWN OF CARY APPROVAL STAMP

Designed By:

Bate

man

Civ

il Su

rvey

Com

pany

Engi

neer

s

Surv

eyor

s

Plan

ners

2524 R

eliance A

venue, A

pex, N

orth C

arolina 27539

Phone: 919.577.1080 F

ax: 919.577.1081

NC

BE

LS

F

IR

M N

o. C

-2378

Drawn By:

Scale:

Project Number:

REVISIONS

DESCRIPTIONSREV.NO.

SHEET

Date:

Project Engineer:

Checked By:

DE

VE

LO

PM

EN

T P

LA

N----C

HA

ND

LE

R C

OV

E

07.31.2019

07.02.2019REVISED PER TOC COMMENTS5

05.01.2019

REVISED PER TOC COMMENTS6

REVISED PER TOC COMMENTS4

01.28.2019REVISED ON3

11.08.2018REVISED ON2

09.18.2018REVISED ON 1

06.14.20181ST SUBMISSION0

FOR CONSTRUCTIONNOT RELEASED

PRELIMINARY

CA

RY

, N

C 27539

0 C

OR

ALB

ER

RY

C

IR

CLE

C201

.170539

06.14.2018

TSS

TSS

RAJ

RAJ

SIT

E P

LA

N

PR

OJE

CT

N

O. 18-D

P-0843

CH

AN

DL

ER

C

OV

E

DE

VE

LO

PM

EN

T P

LA

N

1" = 50'

KNOW WHAT IS BELOWCALL BEFORE YOU DIG

R

SCALE

EACH LOT IS TO BE CLEARED INDIVIDUALLY AFTER THE BUILDING PERMIT IS ISSUED. IF

MULTIPLE LOTS ARE TO BE CLEARED SIMULTANEOUSLY AFTER THE BUILDING PERMITS ARE

ISSUED AND THE COMBINED DENUDED AREA IS OVER 12,000 SQ. FT., AN EROSION CONTROL

PLAN WILL HAVE TO BE SUBMITTED AND GRADING PERMIT ISSUED BEFORE THIS CLEARING

BEGINS.

20'

TO

C

PU

BLIC

U

TIL

ITY

EA

SE

M

EN

T

10' TYPE B LANDSCAPEBUFFER

10' TYPE B LANDSCAPEBUFFER

HCA

PROPOSED

WALL "A"

(BY OTHERS)

10' TYPE B

LANDSCAPE

BUFFER

10' TYPE B

LANDSCAPE

BUFFER

20'

EOP

30'

20'

100' N

EU

SE

RIV

ER

RIP

AR

IAN

BU

FF

ER

100'

T

R

E

E

P

R

O

T

E

C

T

IO

N

F

E

N

C

E

, T

Y

P

LOT CREDIT AREA (2,164 SF) OF 100' RIPRARIAN BUFFER

APPORTIONED TO HELP MEET THE MINIMUM LOT AREA

REQUIREMENT FOR LOT 15. THIS AREA IS NOT PART OF LOT 15.

50'

TOWN OF CARY STANDARD

CONCRETE CURB AND GUTTER

DETAIL 03000.02

TOWN OF CARY STANDARD

CONCRETE CURB AND GUTTER

DETAIL 03000.02

20'

2,500 SF COMMUNITY

GATHERING SPACE

BENCH AND

BIKE RACK

52' R/W

10'

100-YEAR FLOODPLAIN

2 FT BUILDING RESTRICTION LINE

10'

REAR SETBACK IS 10' FROM PROPERTY LINE DUE TO

REDUCTION IN LOT AREA AS ALLOWED BY STATE LAW.

CROSS WALK

PEDESTRIAN CROSSING SIGN

CURB RAMP

PEDESTRIAN CROSSING SIGN

CROSS WALK

STOP SIGN

STORMWATER

EASEMENT

CURB RAMP

CROSS WALK

STOP SIGN

CURB RAMP

TEMPORARY

CONSTRUCTION

EASEMENT

ADVANCED WARNING SIGN

SCM EASEMENT

CHAMPION TREE 1

33" POPLAR

CRZ = 5,345 SQ. FT

CHAMPION TREE 2

32.5" POPLAR

CRZ = 3,318 SQ. FT

PROPOSED WALL "C"

(BY OTHERS)

CHAMPION TREE 2

DISTURBANCE IN

CRZ = 708 SQ. FT (21.3 %)

12 ' DIA.

PRE-MANUFACTURED

WOOD GAZEBO W/

BENCHES

PROPOSED

WALL "D"

(BY OTHERS)

0 16080

1"=80'

80

SCALE

INTERSECTION SIGHT DISTANCE

BROOK CROSS DR

SCALE 1"=80'

N

S

EW

42" SAFETY RAIL, TYP

42" SAFETY RAIL, TYP

TEMPORARY CONSTRUCTION

EASEMENT,

TYP FOR OFFSITE GRADING

41.5' FRONT SETBACK

34.5' FRONT SETBACK

54.5' FRONT SETBACK

55.0' FRONT SETBACK

40.0' FRONT SETBACK

34.0' FRONT SETBACK

TREE PROTECTION FENCE, TYP

20' TOC UTILITY EASEMENT

20' TOC UTILITY EASEMENT

30'

20'

20'

20' T

OC

PU

BLIC

UT

ILIT

Y

EA

SE

ME

NT

25' T

O

C

U

TILIT

Y E

AS

EM

EN

T

25'

25'

SPEED LIMIT SIGN

ZONING BOUNDARY

(SEE NOTE 7)

NO PARKING SIGN

NO PARKING SIGN

NO PARKING SIGN

NO PARKING SIGN

ADVANCED WARNING SIGN

ADVANCED WARNING SIGN

APPROVED by the Town of CaryDevelopment Review Committee

08/16/2019By: Kevin A. Hales

18-DP-0843