OLEANDER DRIVE

100' RIGHT OF WAY - PUBLIC

G

G

X X X X X X X X X X X X X X X

42ND

ST

RE

ET

VA

RIA

BL

E W

IDT

H R

IGH

T O

F W

AY

- PU

BL

IC

0

.

0

0

0

0

OH

E

OHE

OH

E

OH

E

Tx

DA

TE

:

SC

ALE

:

DE

SIG

NE

D:

DR

AW

N:

CH

EC

KE

D:

PEI JOB#:

CO

NC

EP

TU

AL LA

YO

UT

:

PR

ELIM

IN

AR

Y LA

YO

UT

:

FIN

AL D

ES

IG

N:

RE

LE

AS

ED

F

OR

C

ON

ST

:

PR

OJE

CT

S

TA

TU

S

RE

VIS

IO

NS

:

DR

AW

IN

G IN

FO

RM

AT

IO

N

SEAL

CLIE

NT

IN

FO

RM

AT

IO

N:

RP

B

GLM

RP

B

1"=

20'

3/16/16

NE

W H

AN

OV

ER

CO

UN

TY

, N

CC

ITY

OF

WIL

MIN

GT

ON

4121 O

LE

AN

DE

R D

RIV

E

SIT

E I

NV

EN

TO

RY

PL

AN

C-2.015332.PE

LOCATION MAP

NOT TO SCALE

LA

KE

AV

P

A

R

K

A

V

C

H

E

R

R

Y

A

V

A

U

D

U

B

O

N

B

L

V

D

W

R

I

G

H

T

S

V

I

L

L

E

A

V

O

LE

AN

D

ER

D

R

SP

IR

EA

D

R

PA

RK

AV

PE

AC

HT

RE

E A

V

S

C

O

LLE

G

E

D

R

M

A

P

L

E

A

V

4

1

S

T

S

T

S

K

E

R

R

A

V

S

41 S

T S

T S

41 S

T S

T S

42 N

D

S

T S

4

2

N

D

S

T

S

43 T

H

S

T S

44 T

H

S

T S

76

132

76

SITE

0 10 20 40 80

SCALE: 1"=20'

GRAPHIC SCALE

N

A

D

8

3

(

2

0

1

1

)

(

N

C

G

R

I

D

)

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

Approved Construction Plan

Name Date

Planning

Traffic

Fire

Date:____________ Permit #___________________

Signed: ____________________________________

APPROVED STORMWATER MANAGEMENT PLAN

Public Services Engineering Division

1. SITE BOUNDARY, TREES, AND WETLAND INFORMATION TAKEN FROM SURVEY PROVIDED BY

PARAMOUNTE ENGINEERING, INC. ADJACENT PROPERTY LINES, ARE BASED ON NEW HANOVER

COUNTY G.I.S. DATA AND ARE APPROXIMATE.

2. EXISTING WATER AND SEWER INFORMATION PROVIDED BY CAPE FEAR PUBLIC UTILITY

AUTHORITY. LOCATIONS ARE CONCEPTUAL. EXISTING WATER AND SEWER LINES ARE OWNED BY

CAPE FEAR PUBLIC UTILITY AUTHORITY.

3. NO TREES ARE ON THE PROPERTY.

4. SITE IS NOT LOCATED WITHIN A SPECIAL HIGHWAY OVERLAY DISTRICT.

5. SITE IS NOT LOCATED WITHIN A 100-YEAR FLOOD ZONE.

6. SITE IS NOT LOCATED WITHIN A CONSERVATION OVERLAY DISTRICT.

7. NO 404 WETLAND AREAS EXIST ON THE SITE.

8. PORTIONS OF ASPHALT, CONCRETE, AND CURBING WILL BE DEMOLISHED AS NEEDED FOR THE

PROPOSED IMPROVEMENTS.

SITE INVENTORY NOTES

EXISTING SIGN

13.5 LF X 16'± HT

OVERHEAD ELECTRIC

BURIED TELEPHONE LINE

BURIED GAS LINE

BURIED TV CABLE

BURIED FIBER OPTIC

WATER LINE

SANITARY SEWER LINE

STORM DRAINAGE LINE

FENCE (TYPE AS SPECIFIED)

EXISTING CONTOUR

RIGHT OF WAY/BOUNDARY

BOUNDARY LINE

SS SS

XX

FO

W W W

18

G

UTV

OHE

UGT

LEGEND:

I

B

F

SS

E

9 / 7 / 16

EXISTING CONCRETE

PAD, FREEZORS,

STORAGE SPACE TO

BE DEMOLISHED.

EXISTING

TRANSFORMER

AND POWER

CONNECTIONS TO BE

RELOCATED

EXISTING STRIPING

TO BE REMOVED

OLEANDER DRIVE

100' RIGHT OF WAY - PUBLIC

G

G

X X X X X X X X X X X X X X X

OH

E

OH

E

OHE

OH

E

2

5

' F

R

O

N

T

Y

A

R

D

S

E

T

B

A

C

K

1

5

' R

E

A

R

Y

A

R

D

S

E

T

B

A

C

K

22'

81.5'

PROPOSED EXPANSIO

N

±1,793 SF FO

OTPR

INT

9

6

81.5'

22'

7

EXISTIN

G BUIL

DING

±5,711 SF FO

OTPR

INT

12' x 7

0' LOADIN

G/UNLOADIN

G ZONE

Tx 3.5'

3

4

.6

'

15.1'

18'

24'

18'

9'

typ.

R

4

'

R

8

'

9'

typ.

8'

R

3

.

0

'

R

3

'

R

1

2

'

R

1

2

'

3

3

.9

'

2

6

.4

'

20.5'

2

3

.

1

'

9

.

0

'

t

y

p

.

R

1

5

'

R

4

'

8.0

'

10.0'

DA

TE

:

SC

ALE

:

DE

SIG

NE

D:

DR

AW

N:

CH

EC

KE

D:

PEI JOB#:

CO

NC

EP

TU

AL LA

YO

UT

:

PR

ELIM

IN

AR

Y LA

YO

UT

:

FIN

AL D

ES

IG

N:

RE

LE

AS

ED

F

OR

C

ON

ST

:

PR

OJE

CT

S

TA

TU

S

RE

VIS

IO

NS

:

DR

AW

IN

G IN

FO

RM

AT

IO

N

SEAL

CLIE

NT

IN

FO

RM

AT

IO

N:

RP

B

GLM

RP

B

1"=

20'

3/16/16

NE

W H

AN

OV

ER

CO

UN

TY

, N

CC

ITY

OF

WIL

MIN

GT

ON

4121 O

LE

AN

DE

R D

RIV

E

SIT

E &

UT

ILIT

Y P

LA

N

C-2.115332.PE

LOCATION MAP

NOT TO SCALE

LA

KE

AV

P

A

R

K

A

V

C

H

E

R

R

Y

A

V

A

U

D

U

B

O

N

B

L

V

D

W

R

I

G

H

T

S

V

I

L

L

E

A

V

O

LE

AN

D

ER

D

R

SP

IR

EA

D

R

PA

RK

AV

PE

AC

HT

RE

E A

V

S

C

O

LLE

G

E

D

R

M

A

P

L

E

A

V

4

1

S

T

S

T

S

K

E

R

R

A

V

S

41 S

T S

T S

41 S

T S

T S

42 N

D

S

T S

4

2

N

D

S

T

S

43 T

H

S

T S

44 T

H

S

T S

76

132

76

0 10 20 40 80

SCALE: 1"=20'

GRAPHIC SCALE

N

A

D

8

3

(

2

0

1

1

)

(

N

C

G

R

I

D

)

SITE DATA

PROJECT NAME: ADVANCE AUTO PARTS #5349

SITE ADDRESS: 4121 OLEANDER DRIVE, WILMINGTON, NC 28403

NHC PIN: R06106-001-001-003

PROPERTY OWNER: 4121 OLEANDER DRIVE, LLC

SOURCE DEED: DEED BOOK 5932, PAGE 1957

AREA: 22,509± SF OR 0.52± ACRES

ZONING: RB (REGIONAL BUSINESS) (COW PRIORITY REDEV.)

PROPOSED USE: RETAIL (AUTO PARTS SALES)

CAMA LAND USE: URBAN

EXISTING EASEMENTS: SEE PLAN

DIMENSION REQUIREMENTS

SETBACKS: REQUIRED PROVIDED

FRONT 25' 83.7' (EX.)

SIDE 0' 15.1' L / 3.5' R

REAR 15' 34.6'

MAXIMUM HEIGHT 35' 16'-2"

BUILDING INFORMATION

EXISTING BUILDING: 6,827 SF (5,711 SF TO REMAIN)

EXISTING BUILDING LOT COVERAGE: 30.3%

PROPOSED EXPANSION: 1,793 SF (26.3% INCREASE)

TOTAL BUILDING AREA PROPOSED: 7,504 SF

PROPOSED BUILDING LOT COVERAGE: 33.3%

CONSTRUCTION TYPE: TYPE II MIN. BLOCK WALLS

PARKING INFORMATION

PARKING REQUIREMENTS (RETAIL):

MINIMUM REQUIRED: 1 SPACE PER 400 SF = 18.8

MAXIMUM ALLOWED: 1 SPACE PER 200 SF = 37.5

PROVIDED: 22 SPACES

HC ACCESIBLE SPACES REQUIRED 1 SPACES

HC SPACES PROVIDED 2 SPACES

IMPERVIOUS CALCULATIONS

EXISTING BUILDING 6,827 SF

EXISTING PAVEMENT 13,956 SF

EXISTING CONCRETE 2,088 SF

EXISTING TOTAL 22,871 SF

PROPOSED BUILDING EXP. 1,793 SF

IMPERVIOUS TO BE REMOVED -4,729 SF

PROPOSED TOTAL IMPERVIOUS 19,935 SF

NET DECREASE -2,936 SF

SITE

TRAFFIC NOTES:

1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY & FOR DRIVEWAY(S) ARE TO BE

THERMOPLASTIC & MEET CITY OF WILMINGTON AND/OR NCDOT STANDARDS.

2. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO

PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)

STANDARDS.

3. ALL TRAFFIC CONTROL SIGNS AND MARKINGS NOT WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE

MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS.

4. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE

WHITE.

5. ANY OPEN CUTTING OF A CITY STREET REQUIRES A UTILITY CUT PERMIT. CONTACT 341-5888 FOR

MORE DETAILS. IN CERTAIN CASES, AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT

MAY BE REQUIRED.

6. CONTACT TRAFFIC ENGINEERING, AT 341-7888 TO ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES

AND EQUIPMENT ARE SHOWN ON THE PLAN. CALL TRAFFIC ENGINEERING FORTY-EIGHT (48)

HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY.

7. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND/OR CURBING SHALL BE

REPLACED.

8. TACTILE WARNING MATS TO BE INSTALLED AT ALL WHEELCHAIR RAMPS.

OVERHEAD ELECTRIC

BURIED TELEPHONE LINE

BURIED GAS LINE

BURIED TV CABLE

BURIED FIBER OPTIC

WATER LINE

SANITARY SEWER LINE

STORM DRAINAGE LINE

FENCE (TYPE AS SPECIFIED)

EXISTING CONTOUR

RIGHT OF WAY/BOUNDARY

BOUNDARY LINE

SS SS

XX

FO

W W W

18

G

UTV

OHE

UGT

LEGEND:

PROPOSED SETBACKS

PROPOSED BUFFERS/EASEMENTS

DRAINAGE FLOW ARROWS

ASPHALT PAVEMENT

CONCRETE PAVEMENT

PROPOSED BUILDING

SIDEWALK

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

Approved Construction Plan

Name Date

Planning

Traffic

Fire

Date:____________ Permit #___________________

Signed: ____________________________________

APPROVED STORMWATER MANAGEMENT PLAN

Public Services Engineering Division

1. SITE BOUNDARY, TREES, AND WETLAND INFORMATION TAKEN FROM SURVEY PROVIDED BY PARAMOUNTE

ENGINEERING, INC. ADJACENT PROPERTY LINES, ARE BASED ON NEW HANOVER COUNTY G.I.S. DATA AND ARE

APPROXIMATE.

2. EXISTING WATER AND SEWER INFORMATION PROVIDED BY CAPE FEAR PUBLIC UTILITY AUTHORITY. LOCATIONS

ARE CONCEPTUAL. EXISTING WATER AND SEWER LINES ARE OWNED BY CAPE FEAR PUBLIC UTILITY

AUTHORITY (CFPUA).

3. NO TREES ARE ON THE PROPERTY.

4. SITE IS NOT LOCATED WITHIN A SPECIAL HIGHWAY OVERLAY DISTRICT.

5. SITE IS NOT LOCATED WITHIN A 100-YEAR FLOOD ZONE.

6. SITE IS NOT LOCATED WITHIN A CONSERVATION OVERLAY DISTRICT.

7. NO 404 WETLAND AREAS EXIST ON THE SITE.

8. ALL UTILITIES TO REMAIN UNDERGROUND. GREASE TRAPS MAY NEED TO BE ABANDONED AND FILLED AND

CLEANOUTS REROUTED. OVERHEAD POWER TO REMAIN. UTILITES SHALL CONFORM TO CROSS-CONNECTION

REGULATIONS OF THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA).

9. TRASH TO BE STORED IN ROLL-OUT CONTAINER(S) FROM BUILDING OR COMMUNITY DUMPSTER WITHIN THE

SHARED ACCESS EASEMENT AMONG THE COMMERCIAL ADJOINERS.

10. NEW BUILDING SIGNS WILL BE LOCATED AND APPROVED BY THE NEW HANOVER COUNTY PLANNING

DEPARTMENT. SITE FREESTANDING SIGNS OR MODIFICATIONS TO BE APPROVED BY CITY OF WILMINGTON.

11. TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.

12. ALL PARKING STALL MARKINGS AND AND LANE ARROWS WITHIN PARKING AREA SHALL BE WHITE.

13. NO EXISTING DRIVEWAYS ARE TO BE CLOSED UNLESS NCDOT PLANS SPECIFY OTHERWISE.

14. HEATING/AIR EQUIPMENT IS LOCATED WITHIN THE BUILDING FOOTPRINT.

15. CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING

CONSTRUCTION.

16. STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION.

17. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.

18. ANY GROUND LEVEL MECHANICAL EQUIPMENT TO BE SCREENED AS NECESSARY.

19. NO OBSTRUCTIONS ARE PERMITTED IN THE SPACE BETWEEN 30-INCHES AND 10-FEET ABOVE THE GROUND

WITHIN THE TRIANGULAR SITE DISTANCE.

SITE INVENTORY NOTES

EXISTING SIGN

TO BE RETROFITED.

REF. ARCHITECTUAL PLANS

CITY STANDARD DRIVEWAY WITHOUT THE FLARE.

(EXISTING CONCRETE CURB CUT TO REMAIN)

EXTEND SIDEWALK FLUSH

WITH PAVEMENT

STORM DRAINAGE PIPE AND

INLETS TO BE INSPECTED BY CAMERA

AND ANY DEBRIS REMOVED.

10'X70' SIGHT TRIANGLES, TYP.

CURB STOPS, TYP.

REMOVE EXISTING SIDEWALK

AND REPLACE WITH

HANDICAP LANDING AND RAMP AND SIGNAGE

I

B

F

SS

E

9 / 7 / 16