SPSPSP COLLINS PARK

COVER SHEET

EXISTING CONDITIONS

MASTER SITE PLAN

MASTER UTILITY PLAN

MASTER GRADING AND DRAINAGE PLAN

MASTER LANDSCAPE PLAN

SHEET 1

SHEET 2

SHEET 3

SHEET 4

SHEET 5

SHEET 6

DEVELOPER

STAFFORD LAND COMPANY

246 VALLEYFIELD LANE

SOUTHERN PINES, N.C. 28387

(919) 557-6870

MASTER PLANS FOR

COLLINS PARK

STEWART - PROCTOR

ENGINEERING and SURVEYING

SITE DATA

E

X

I

S

T

I

N

G

L

O

T

L

I

N

E

1

0

'

S

E

T

B

A

C

K

O

L

D

P

R

O

P

E

R

T

Y

L

I

N

E

V

A

N

P

R

O

P

O

S

E

D

P

R

O

P

O

S

E

D

R

/

W

P

R

O

P

O

S

E

D

5

0

'

T

H

O

R

O

U

G

H

F

A

R

E

B

U

F

F

E

R

E

X

I

S

T

I

N

G

R

/

W

E

X

I

S

T

I

N

G

A

C

C

E

S

S

D

R

I

V

E

N

E

W

P

R

O

P

E

R

T

Y

L

I

N

E

55.0' CENTERLINE

TO NEW R/W

TO BACK OF CURB

43.0' CENTERLINE

(1\2 OF 110' R/W)

(1/2 OF 86' B-B)

PROPOSED

BMP-2

P

R

I

V

A

T

E

S

T

R

E

E

T

P

R

I

V

A

T

E

S

T

R

E

E

T

P

R

O

P

O

S

E

D

B

M

P

-

1

N

E

W

P

R

O

P

E

R

T

Y

PROPOSED

BMP-3

L= 112.83, R= 161.62

D=39.9993

L= 35.12, R= 185.00

D=10.8756

L= 64.61, R= 200.02

D=18.5083

P

R

O

P

O

S

E

D

B

M

P

-

1

A

B

I

O

R

E

T

E

N

T

I

O

N

WET RETENTION

WET RETENTION

S

A

N

D

F

I

L

T

E

R

L= 180.46, R= 200.00

D=51.6972

L= 24.37, R= 150.00

D=9.3103

SPSPSPCOLLINS PARK

ZONING DISTRICT TABLE

SCALE:JASDR:

CK:

SH . 1of 1

Date 05/02/12AMERISTARR

REV:

ECHELON PLUS CLASSIC 3/4-RAIL W/RING OPTIONDO NOT SCALE

f

Title:

BS

Bracket Options

114" x 1716" FORERUNNER Rail(See Cross- Section Below)

8' O.C. Nom.

Varieswith

HeightStandard Heights3', 312', 4', 5', 6'

10116" Min.Footing depth

1516" Nom.

358"6"

NOTES: 1.) Post size depends on fence height and wind loads. See ECHELON Plus post sizing chart. 2.) Panels also available for 6' on center post spacing 3.) Additional heights available on request 4.) Fourth rail optional.

3

2

4

ACISO

Post size varies with Height(See ECHELON Plus Post-Sizing chart)TM

1

178"TYPICAL

34" x .045" Picket

TM

TM

1555 N. MingoTulsa, OK 741161-888-333-3422

COMMERCIAL STRENGTH ALUMINUM

www.ameristarfence.com

Varieswith

Height

INTERNAL RETAINING ROD Variable pitch connection system for ease of installation, high angle bias ability and elimination of unsightly external fasteners.

FORERUNNER RAIL "U"-Channel specially formed high strength architectural shape.

TM

PANEL BRACKET Specially designed two -point connection ensures fixity of rail ends for increased strength.

REINFORCED POSTInternal rib increases againstwind loading as well as otherhorizontally applied forces(Only on 212" aluminum posts).

INTERIOR GUIDE CHANNEL Channel forms lower limit of raceway for retaining rod and allows for high angle bias ability.

RING OPTION Held in place with upper and lower internal retaining rods to eliminate unsightly external fasteners.

Base Material

114"

"No-Mar" PolyesterPowder finish coat

1716"

FORERUNNER RAILTM

OPTIONAL LINE BOULEVARD BRACKET

WB-50

PATH OF OVERHANG

PATH OF FRONT WHEEL

PATH OF REAR WHEEL

4'

8.5'

4

5

F

T

.

M

I

N

.

30'

18'

3'

AASHTO

3

0

°

6

0

°

90°

1

2

0

°

1

5

0

°

180°

SITE DATA

2

0

'

P

R

I

V

A

T

E

D

.

E

.

20' PRIVATE

D.E.

20' PRIVATE

D.E.

20' PRIVATE

D.E.

20' PRIVATE

D.E.

20' PRIVATE

D.E.

20' PRIVATE

D.E.

20' PRIVATE

D.E.

20' ACCESS &

MAINTENANCE

EASEMENT

20' ACCESS &

MAINTENANCE

EASEMENT

20' ACCESS &

MAINTENANCE

EASEMENT

20' ACCESS &

MAINTENANCE

EASEMENT

E

X

I

S

T

I

N

G

L

O

T

L

I

N

E

1

0

'

S

E

T

B

A

C

K

V

A

N

P

R

O

P

O

S

E

D

P

R

O

P

O

S

E

D

R

/

W

P

R

O

P

O

S

E

D

5

0

'

T

H

O

R

O

U

G

H

F

A

R

E

B

U

F

F

E

R

E

X

I

S

T

I

N

G

R

/

W

E

X

I

S

T

I

N

G

A

C

C

E

S

S

D

R

I

V

E

N

E

W

P

R

O

P

E

R

T

Y

L

I

N

E

A2

A1

A3

A

4

A5

A6

A7

A8

A9

A10

B1

B2

B3

C

1

C

2

C

3

C

4

C

5

C

6

C

7

D

1

D

2

D

3

D

4

55.0' CENTERLINE

TO NEW R/W

TO BACK OF CURB

43.0' CENTERLINE

(1\2 OF 110' R/W)

(1/2 OF 86' B-B)

PROPOSED

BMP-2

B4

C

8

C

8

C

9

C

1

0

C

1

1

C

1

2

C

1

2

C

1

3

C

1

4

C

1

5

C

1

5

C

1

6

C

1

7

C

1

7

C

1

8

A11

P

R

O

P

O

S

E

D

B

M

P

-

1

N

E

W

P

R

O

P

E

R

T

Y

GAS CONFLICT

PROPOSED

BMP-3

P

R

O

P

O

S

E

D

B

M

P

-

1

A

B

I

O

R

E

T

E

N

T

I

O

N

WET RETENTION

WET RETENTION

S

A

N

D

F

I

L

T

E

R

SPSPSPCOLLINS PARK

ZH

+

X

HS403

FRONT VIEW

MIN. 10 GA.

LINE WIRES

VARIABLE AS DIRECTED BY THE ENGINEER

ORANGE, UV RESISTANT,

HIGH - TENSIL STRENGTH,

POLY BARRICADE FABRIC (TYPICAL)

8' MAX.

MIN. 12-1/2 GA.

INTERMEDIATE

WIRES

GRADE

TREE PROTECTION AREA

DO NOT ENTER

40"

18"

4"

3"

4"

3"

4"

TREE PROTECTION AREA

DO NOT ENTER

WARNING SIGN DETAIL

SIDE VIEW

2'-0

"

WOVEN WIRE FABRIC

BARRICADE FABRIC

3'-0

"

32

" M

IN

. W

ID

TH

26

"

GRADE

STEEL POST

DRAWING NOT TO SCALE

NOTES:

1. NO ORANGE SILT FENCE PERMITTED.

2. ORANGE, UV RESISTANT, HIGH-TENSIL STRENGTH, POLY BARRICADE FABRIC MUST BE USED.

3. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.

4. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.

5. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.

6. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.

7. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.

8. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.

9. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.

10. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.

11. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.

ZH

X

+

X

X

X

XX

++

ZH

ZH

ZH

ZH

ZH

ZH

ZH

ZH

ZH

ZH

ZH

ZH

ZH

ZH

ZH

ZH

ZH

ZHZH

ZH

+

+

+

+ +

+

+

+

+

+

++

+

+

+

+

+

+

+

+

+

++

+