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6" NCDOT CRUSHED STONE AGGREGATE BASE

COURSE 100% MODIFIED PROCTOR MAXIMUM

DRY UNIT WEIGHT PER AASHTO T-180

COMPACTED SUBGRADE*

100% ASTM D698 TO 12" DEPTH

2" SF9.5A SURFACE COURSE, MIN. ASPHALT

DENSITY REQUIREMENTS IN ACCORDANCE

WITH GEOTECHNICAL REPORT

GROOVED CONTRACTION

1/2" EXPANSION JOINT- MAX. 50' O.C.

& BETWEEN STRUCTURES

JOINT

4"

5'-0"

PLAN VIEW

SECTION VIEW

1/4" PER FT.

3000 PSI

CONCRETE

RAD.

1/8"

EXPANSION JOINT

1/2" JOINT

CONTRACTION JOINT

1/8'' RADIUS, TYP.

DUMMY GROOVE

1/8"

4"

1"

ASPHALT

PAVEMENT

5'

SIDEWALK DETAILSNOT TO SCALE

1'-0

"

2'-0"

0'-5"

1"

1'-6"

1"R

1

2

"R

1

1

4

"R

0'-6

"

0'-5

.5

0"

0'-6

.0

"

NOT TO SCALE

24" CURB AND GUTTER (STD. & SPILL)

0.75" ADDITIONAL

STONE FOR STD. CURB

SPILL CURB STANDARD (STD.) CURB

NOT TO SCALE

LIGHT DUTY PAVEMENT SECTION

5'-0

"

HANDICAP SIGN DETAIL

NOTES:

2.

1.

POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.

METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.

5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A

8.

7.

6.

SPACING BETWEEN LINES.

ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.

CORNER RADIUS OF SIGNS SHALL BE 2.5"

SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"

SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS

BY 3M COMPANY.

REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED

TRANSPARENT FILE #639.

SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, "SKOTCHCAL"

4.

3.

WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.

SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE

COMPRESSIVE STRENGTH OF 3000 PSI.

CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM

THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.

9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.

NOT TO SCALE

12"

PARKING

RESERVED

$ 250

MAXIMUM

PENALTY

7'

PAVEMENT/GRASS

$ 250

PENALTY

MAXIMUM

9"

9"

2"

R7-8D

12"x9"

6"

18"

MUTCD

12"x18"

R7-8

R7-8a

9"

VAN

PARKING

RESERVED

ACCESSIBLE

18"

2"

12"x6"

12"

4"

TOP OF PAV'T.

4"

12"

6

F

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8"

4"

3/4" TO 1" DIA. HOLE

18" #3 REBAR FILL HOLE WITH SLURRY MIX

OF NON-SHRINK GROUT AFTER REBAR

INSTALLATION.

NOTE: REBAR SPACING

AND HOLE SIZES SHALL BE COORDINATED

WITH WHEEL STOP MANUFACTURER.

30" TO FACE OF CURB OR 42" TO FACE OF

BUILDING.

CONCRETE WHEEL STOP DETAILNOT TO SCALE

WHEEL CHAIR RAMP (DROP CURB)

NOT TO SCALE

HANDICAP RAMP

NOT TO SCALE

5'

5'

A

10:1

17'A

5'

SIDEWALK

12:1 MAX.

CURB

PAVEMENT

SECTION A-A

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

NCDENR PWSS WATER PERMIT #:

WATER CAPACITY:

DWQ SEWER PERMIT #:

SEWER CAPACITY:

SEWER SHED # AND PLANT:

SEWER TO FLOW THROUGH NEI:

__________________________

______________________GPD

__________________________

______________________GPD

__________________________

YES or NO (CIRCLE ONE)

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1'-0

"

2'-6"

0'-6"2'-0"

3"R

1/2"R

3"R

0'-6

"

0'-7

"

6" CABC (MIN. 12" BEYOND BOC)

1/8"R

NOT TO SCALE

30" CURB AND GUTTER (17TH ST)

OHE OHEOHE OHE OHE OHE OHE

OHEOHE

OHE OHEOHE OHE

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

N 06°16'33" W 455.05'

N

6

5

°

2

7

'2

7

"

E

3

0

7

.

4

3

'

N

2

4

°

3

2

'3

3

"

W

2

5

.

0

0

'

N

6

5

°

2

7

'2

7

"

E

9

0

.

8

4

'

S 00°48'22" W

242.44'

S 00°52'22" W

365.88'

S 83°43'27" W

294.94'

CONC.

IRF CMFEXIST. 5-FT SIDEWALK

CMF

CMF

CMF

IRS

MAGNOLIA5

OAK8

OAK16

OAK13

OAK15

CB

RIM=42.93

INV(W)=39.44

INV(N)=38.64

OAK14

OAK10

OAK24

OAK11

OAK12

OAK18

OAK11

OAK18

OAK22

OHE OHE OHE OHE

OHE

OHEOHE

OHEOHE

OHEOHE

OHE

OHE

OHE

OAK8

OAK8

OAK15

OAK20

OAK13

CONC.

OAK12

OAK10

PINE23

OAK14

OAK14

OAK20

OAK15

OAK10

OAK12

OAK10

OAK10

OAK10

OAK11

OAK11

OAK9

PINE12

S. 17TH STREET(66' PUBLIC R/W)

SEA

BO

AR

D-C

OA

ST L

INE

RA

ILR

OA

D

(R/W

VA

RIE

S)

NEW HANOVER COUNTY

PID: R05415-003-004-000DB 1309, PG 1329

ZONED: O&I-1

VACANT LAND

COLUMBUS PROPERTIES, LLC

PID: R05415-003-032-000DB 3457, PG 0973

ZONED: MF-M

MULTI-FAMILY RESIDENTIAL

LONGLEY SUPPLY CO

PID: R05411-026-003-000DB 0684, PG 0145

ZONED: CS - COMMERCIAL SERVICE

RETAIL BLDG. MATERIALS

SEA

BO

AR

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OA

ST L

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RA

ILR

OA

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(50' R/W

)

1

0

0

'

R

A

I

L

R

O

A

D

R

/

W

5

0

'

R

A

I

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R

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OAK11

PINE16

OAK9

OAK18

OAK16

OAK9

OAK12

OAK17

OAK9

PINE15

MAGNOLIA9

OAK15

OAK15

OAK11

OAK20

OAK8

OAK14

OAK10

OAK8

OAK12

OAK8

OAK8

PINE15

OAK9

OAK17

OAK10

OAK9

MAGNOLIA5

MAGNOLIA6

OAK9

OAK14

OAK29

OAK23

OAK10

OAK10

PINE12

MAGNOLIA5

OAK8

PINE13

OAK9

OAK20

OAK12

PINE16

OAK10

OAK10

OAK12

OAK10

OAK8

OAK13

OAK11

OAK10

OAK10

OAK10

PINE12

PINE12

OAK8

OAK8

PINE13

MAGNOLIA4

OAK8 OAK8

PINE13

OAK8

OAK10

OAK10

OAK10

OAK14

MAGNOLIA5

OAK8

PINE15

OAK10

OAK8

OAK10

OAK9

OAK9

OAK8

OAK9

OAK8

PINE15

OAK15

OAK14

MAGNOLIA5

PINE13

OAK8

OAK12

OAK10

PINE14

MA

RST

EL

LA

R S

TR

EE

T(6

6' P

UB

LIC

R/

W)

EXIST. 5-FT SIDEWALK

OHE=58.23

EXISTING BC=43.07

HEIGHT=15.16

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

X

X

X

X

15" RCP @ 0.278%

3'R

25'R

5'R5'R

65'R

100'R

30'R

25'R25'R

25'R

25'R

25'R

15'R

25'R

225'R

WW

FM

FM

FM

FM

FM

FM

35'

10

+0

01

0+

00

WW

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

S

SS

SS

SS

S

S

S

S

SS

SS

SS

SS

30' 14.6'16.6'

30'13' 13'

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SITE INFORMATION

OWNER INFORMATION: CA NORTH CAROLINA HOLDINGS, INC.

PITTSFORD, NY 14534

PROJECT ADDRESS: 1113 S. 17TH STREET

WILMINGTON, NC 28403

TAX PARCEL IDENTIFICATION #: R05415-003-001-000

RECORDED DEED BOOK: BK 5863 PG 014

CURRENT ZONING: LI - LIGHT INDUSTRIAL

EXISTING USE: UNDEVELOPED

PROPOSED USE: MINI-WAREHOUSING

TOTAL SITE AREA: 3.916 +/- ACRES

FLOOD INFORMATION: THIS PARCEL IS LOCATED IN

FLOOD ZONE X, WHICH IS NOT A SPECIAL

FLOOD HAZARD AREA AS DETERMINED

BY FEMA FLOOD PANEL 3720314800J,

DATED APRIL 3, 2006

CAMA LAND USE CLASSIFICATION: URBAN

DIMENSIONAL REQUIREMENTS

LI - LIGHT INDUSTRIAL

- MINIMUM LOT AREA: 2 ACRE

- MINIMUM LOT WIDTH: N/A

- MAXIMUM LOT COVERAGE: N/A

- MINIMUM FRONT SETBACK: 50'

- MINIMUM REAR SETBACK: 0', 35' WHEN ABUTTING RESIDENTIAL USE

- MINIMUM INTERIOR SIDE SETBACK: 0', 20' WHEN ABUTTING RESIDENTIAL USE

- MINIMUM CORNER LOT SIDE SETBACK: 50'

- MAXIMUM BUILDING HEIGHT: 12'

IMPERVIOUS INFORMATION

EXISTING IMPERVIOUS AREA 0 SF

PROPOSED IMPERVIOUS AREA

TOTAL BUILDING (FOOTPRINT) 76,260 SF

ON-SITE PARKING & DRIVEWAYS 50,550 SF

ON-SITE SIDEWALKS 500 SF

FUTURE BUILDING EXPANSION 0 SF

FUTURE IMPERVIOUS 0 SF

TOTAL PROPOSED IMP. AREA 127,310 SF (2.92 AC)

PROPOSED PERCENT IMPERVIOUS 127,310 / 170,628 = 74.6%

BUILDING INFORMATION

CONSTRUCTION TYPE: TYPE IIB

NUMBER OF PROPOSED BUILDINGS 1

PROPOSED BUILDING SF 76,253 SF

MAX. HEIGHT 12'-0"

LOT COVERAGE 44.8% (PROPOSED)

SITE PARKING

MINIMUM PARKING REQUIRED: 3

(1 PER 400 SF GFA OFFICE)

MAXIMUM PARKING ALLOWABLE: N/A

TOTAL PARKING PROVIDED: 7 SPACES

HANDICAP PARKING REQUIRED: 1 SPACES

HANDICAP PARKING PROVIDED: 2 SPACES

BICYCLE PARKING REQUIRED: N/A

BICYCLE PARKING PROVIDED: N/A

LANDSCAPE CALCULATIONS

SEE SHEET L-1.0 LANDSCAPE PLAN FOR CALCULATIONS.

SECURITY GATE NOTE:

ALL SECURITY GATES SHALL BE SIREN ACTIVATED FOR FIRE DEPARTMENT ACCESS.

LOCATION MAP

SCALE: 1"=500'

SITE

LEGEND:

SPILL GUTTER

PROPOSED HEAVY DUTY ASPHALT

PROPOSED BUILDING

PROPOSED CONCRETE

PROPOSED CHAIN LINK FENCE

PROPOSED TREE LINE

PROPOSED LIGHT POLE

PROPOSED STREETYARD BUFFER

PROPOSED LANDSCAPE ISLAND

PROPOSED FOUNDATION PLANTINGS

PROPOSED TREE PROTECTION FENCE

X X

KEY NOTES:

CONCRETE PAVING:

REFER TO DETAIL C-5.0

LIGHT DUTY ASPHALT PAVING:

REFER TO DETAIL C-5.0

CONCRETE SIDEWALK:

REFER TO DETAIL C-5.0

CONCRETE DOOR LANDING:

NOT APPLICABLE

STEEL BOLLARD:

REFER TO DETAIL C-5.0

HANDICAP PARKING SIGN:

REFER TO DETAIL C-5.0

9HANDICAP PARKING SYMBOL:

REFER TO DETAIL C-5.0

10HANDICAP ACCESS UNLOADING ZONE:

SLOPE 2% MAX. EACH WAY (ADA

COMPLIANT) AND STRIPE AS SHOWN.

11

12

13

CONCRETE BUMPER BLOCK:

8"w x 4"h x 6'-0 LONG CONCRETE. ANCHOR

TO PAVING WITH (2) 1'-6" LONG #4 REBAR.

REFER TO DETAIL C-5.0

14

HANDICAP RAMP:

REFER TO DETAIL C-5.0.

15

16 BICYCLE RACK (5 BIKE MIN. PER RACK):

CONTRACTOR SHALL SUBMIT SHOP DWG. FOR

REVIEW

STRIPING:

PROVIDE 4" WIDE PARKING LOT

STRIPING AS SHOWN. USE HIGHWAY

MARKING PAINT - WHITE (2 COATS).

DETECTIBLE WARNING MAT:

REFER TO DETAIL C-5.0

17

SIGN LOCATION:

SIGN FURNISHED AND INSTALLED BY OWNER.

REFER TO ARCHITECTURAL PLANS FOR LOCATION

18CONCRETE DRIVE APRON:

CITY STD. DRIVEWAY SD 3-03

REFER TO DETAILS C-5.0

22

23

24

DESIGNATED ACCESSIBLE ROUTE:

PROVIDE STRIPING AND SLOPE 5%

MAXIMUM IN DIRECTION OF TRAVEL

WITH 2% MAXIMUM CROSS SLOPE.

19ELECTRONIC SECURITY GATE:

REFER TO DETAIL C-5.1

20

HEAVY DUTY ASPHALT PAVING:

REFER TO DETAIL C-5.0

21

6' CHAINLINK FENCE (BLACK) W/ VISION SLATS:

NOT APPLICABLE

CONCRETE SIDEWALK DETAIL:

6.5" EXPOSED FACE TO ASPHALT

SEE DETAIL C-5.0

1

2A

3

4

5

6

7

8

2B

4' CHAINLINK FENCE (BLACK):

NOT APPLICABLE

NA

D 8

3 (2

011) H

OR

IZO

NT

AL D

AT

UM

NA

VD

88 V

ER

TIC

AL D

AT

UM

0 15 30 60 120

SCALE: 1"=30'

GRAPHIC SCALE

STANDARD 24" CURB & GUTTER:

REFER TO DETAIL C-5.0

25

SIGHT DISTANCE TRIANGLE:

CITY OF WILMINGTON 20'X70' SIGHT TRIANGLE

EXISTING DRIVEWAY APRON TO REMAIN:

CITY OF WILMINGTON DRIVEWAY APRON TO

REMAIN

EXISTING DRIVEWAY APRON TO BE DEMOLISHED:

CITY OF WILMINGTON DRIVEWAY APRON TO BE

DEMOLISHED AND NEW CURBING TO MATCH

EXISTING 30" CURB AND GUTTER ALONG 17TH ST.

DIRECTIONAL ARROW STRIPING:

PROVIDE DIRECTION ARROW STRIPING AS SHOWN.

USE HIGHWAY MARKING PAINT - WHITE (2 COATS).

REFER TO DETAIL C-5.0

26

PROPOSED SIGNAGE:

PROPOSED STOP SIGN (R1-1) AND ONE-WAY

SIGN (R6-1R) IN ACCORDANCE WITH MUTCD

STANDARDS

27

PROPOSED SIGNAGE:

PROPOSED NO LEFT TURN SIGN (R3-2) IN

ACCORDANCE WITH MUTCD STANDARDS

GENERAL NOTES:

1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS ARE TO BE

THERMOPLASTIC AND MEET CITY AND/ OR NCDOT STANDARDS.

2. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET

MUTCD STANDARDS.

3. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE 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 BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE

REPLACED.

6. THE MINI-WAREHOUSE UNITS SHALL BE USED FOR "DEAD" STORAGE ONLY, NO

COMMERCIAL ENTERPRISE CAN BE CONDUCTED FROM AN INDIVIDUAL UNIT OR UNITS.

7. THERE SHALL BE NO OUTSIDE STORAGE.

8. THERE SHALL BE NO STORAGE OF HAZARDOUS OR FLAMMABLE MATERIALS.

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

NCDENR PWSS WATER PERMIT #:

WATER CAPACITY:

DWQ SEWER PERMIT #:

SEWER CAPACITY:

SEWER SHED # AND PLANT:

SEWER TO FLOW THROUGH NEI:

__________________________

______________________GPD

__________________________

______________________GPD

__________________________

YES or NO (CIRCLE ONE)

CONTRACTOR SHALL

REMOVE ±63sf OF EX.

CONC. SIDEWALK AS

HATCHED

28

PROPOSED RETAINING WALL:

PROPOSED SEGMENTAL RETAINING WALL

BY OTHERS

SEE UTILITY PLAN

FOR SEWER BORE

AND JACK

AUTOTURN NOTE:

1. AASHTO 2004 (US) S-BUS-40 IS EQUIVALENT WHEEL BASE AS A TYPICAL ENGINE FIRE

TRUCK AND GARBAGE TRUCK WITH ARMS OVER THE CAB.

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18

SIDEWALK NOTE:

IF SIDEWALK PANELS DO NOT MEET

CITY STD. DRIVEWAY SD 3-03

THEY MUST BE REPLACED.

24