CFCI PARKING LOT ADDITIONprotrak.wilmingtonnc.gov/PTDocuments/Uploads/... · cfci parking lot...

MARCH 2019

APPLICANT:

CFCI PARKING LOT ADDITION

CORPORATION FOR INQUIRY, LLC2525 WONDER WAY

WILMINGTON, NC 27401

WILMINGTON, NORTH CAROLINA

MINOR SITE PLAN

PREPARED BY:

PROJECT # 18365.PE

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122 Cinema Drive Wilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)

NC License #: C-2846

CFCI PARKING LOT ADDITION

SHEET NUMBER

SHEET TITLE

PROJECT CONSULTANTS

SHEET INDEX

C-2.0 SITE PLAN

MARCH 2019

APPLICANT

CORPORATION FOR INQUIRY, LLC2525 WONDER WAY


SURVEYOR

PARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVE

WILMINGTON, NC 28403CHRIS GAGNE, PLS (910-791-6707)

ENGINEER/ LAND PLANNER/ LANDSCAPE ARCHITECTPARAMOUNTE ENGINEERING, INC.

122 CINEMA DRIVEWILMINGTON, NC 28403

CIVIL: TIM CLINKSCALES, PE (910-791-6707)LANDSCAPE ARCHITECT: JIM CIRELLO, RLA (910-791-6707)

SHEET 1 EXISTING CONDITIONS PLAN

C-0.0 COVER SHEET

MINOR SITE PLAN

C-4.0 DETAILS

L-1.0 LANDSCAPE PLAN

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03/07/19

VICINITY MAP

(NOT TO SCALE)

SITE

SHIPYARD BLVD

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PARID: R06018-004-022-003

ZONING: O&I-1-OFFICE &

INSTITUTION (GENERAL)

LAND USE: 821-EDUCATIONAL

DB 6121 PG 2897

621 SHIPYARD LLC

621 SHIPYARD BLV

PARID: R06018-004-032-000

ZONING: CS-COMMERCIAL SERVICE

LAND USE: 10-1 FAM RES

DB 5645 PG 69

ALATORRE OSCAR EDWARD

CHARLENE

703 SHIPYARD BLV

PARID: R06018-004-033-000


LAND USE: 730-BUSINESS

DB 4957 PG 2522

COVIL RITA S ETAL

705 SHIPYARD BLV

PARID: R06018-004-034-000



DB 1481 PG 188

SHIPYARD BLVD - (S.R. 1101)

(130' PUBLIC R/W)

LAO 36

LO 14

LO 15

X

X

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TV

IPF

NAIL IN

CONC.

IPF

IPF

CMF NCDOT

OAK 68

LO 48

LAO 16,28

LAO 40

OAK 24

LAO 24

LAO 14

SGUM 10

LAO 12

LAO 18

LO 18

LAO 10

LO 16

LAO 24

LO 16

LO 38

LO 12

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LO 14

LLP 14

LAO 14

LAO 12

LO 10

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LO 18

LAO 20

LP 14

LO 12

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LP 18

LO 36

LO 44

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IPF

IPF

IRF

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N

7

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(T

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7

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318.79'

S 02°43'31" E

(T

OT

AL)-319.50'

0.70'

75.08'

S 88°15'23" W (

TOTAL) 225.13'

75.01'

288.43'

N 02°43'31" W

303.96'

74.58' (TIE)

S 88°45'41" W

75.04' (TIE)

149.83' (TIE)

N 88°15'23" E (

TOTAL)-224.31'

74.48' (TIE)

9

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7

0

'

(

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)

S

6

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W

272.92' (T

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S 02°50'12" E

N 02°43'31" W

IRS

IRS

IRS

IRS

(APPARENT R/W)

(APPARENT R/W)

IRS

WILLIE STARGELL OFFICE PRK ASSN

609 SHIPYARD BLV

PARID: R06018-004-029-000


LAND USE: 961-CONDOMINIUM COMMON AREA

DB 5462 PG 1177

GARRETT RUBY ETAL

713 SHIPYARD BLV

PARID: R06018-004-035-000



DB 6153 PG 1758

WILLIE STARGELL OFFICE PARK

609 SHIPYARD BLV

PARID: R06018-004-042-000

ZONING: CS-COMMERCIAL

SERVICE

LAND USE: 961-CONDOMINIUM

COMMON AREA

DB 5389 PG 1693

WILLIE STARGELL OFFICE PARK


LAND USE: 961-CONDOMINIUM


SIDEWALK

SIDEWALK

EXISTING

HOUSE

EXISTING

HOUSE

EXISTING

HOUSE

FENCE LINE

FENCE LINE

EXISTING

STRUCTURE

DR

IV

EW

AY

DR

IV

EW

AY

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IV

EW

AY

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EW

AY

CONCRETE

PAD/DRIVE

LO 24,18

CONCRETE

PATIO

SHED

PAD

COVERED

PORCH

DR

IV

EW

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ASPHALT /

PARKING

COVERED

PORCH

FENCE LINE

HVAC

HVAC

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PARKING

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COVERED

PORCH

2

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(T

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S

7

6

°

3

1

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" W

DI

RIM=28.49

INV(E)=25.68

DI

RIM=29.49

INV(SE)=27.01

INV(W)=27.02

CB

RIM=29.31

INV(E)=26.50

INV(W)=26.47

D-VAULT

RIM=30.63

INV(E)=26.53

WEIR=28.20

INV(NE)=26.73

INV(W)=26.83

INV=26.77

SMH

RIM=45.24

IN(E)=38.57

IN(N)=38.36

OUT(S)=38.33

SMH

RIM=47.06

IN(E)=40.13

IN(S)=39.93

OUT(N)=39.85

8' CLAY

DMH

RIM=29.85

INV(SW)=26.33

INV(N)=26.33

GAZEBO

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GARRETT RUBY ETAL

713 SHIPYARD BLV

PARID: R06018-004-035-000



DB 6153 PG 1758

GARRETT RUBY ETAL

713 SHIPYARD BLV

PARID: R06018-004-035-000



DB 6153 PG 1758

WILLIE STARGELL OFFICE PRK ASSN

609 SHIPYARD BLV

PARID: R06018-004-029-000


LAND USE: 961-CONDOMINIUM COMMON AREA

DB 5462 PG 1177

LAO 20

LAO 18

LO 12

LAO 19

LAO 24

LO 20

CHR 12

LO 22

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LAO 24

DI

RIM=44.14

INV(NE)=39.89

INV(S)=39.38

DMH

RIM=44.86

CB

RIM=44.10

INV(SE)=42.50

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CHR 7

DG 4

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LAO 9

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LAO 29

LAO 16

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LO 11

LO 18

MAG 10

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PEC 13

MAG 3

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LAO 8

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LO 27

LO 10

LO 12

PEAR 10

PEAR 9

CED 16

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MAP 9

MAP 11

DG 4

DG 6

WO 8

CHR 8

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WILL 7

LLP 12

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PRELIMINARY DRAWING

DO NOT USE FOR

CONSTRUCTION,

RECORDATION,

CONVEYANCES, OR

SALES.

NA

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0 15 30 60 90

120

SCALE: 1"=30'

VICINITY MAP

(NOT TO SCALE)

SITE

CERTIFICATE OF ACCURACY AND MAPPING

I, CHRIS GAGNE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM

AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS RECORDED IN

THE REFERENCES NOTED ON THIS DRAWING). THAT THE BOUNDARIES NOT SURVEYED

ARE SHOWN AS DASHED LINES AS DRAWN FROM INFORMATION NOTED; THAT THE RATIO

OF PRECISION IS 1:10,000; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE

STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.

1600). THIS ______ DAY OF __________________, A.D., __________.

I, CHRIS GAGNE, CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS

OF LAND AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.

______________________________________________________

CHRIS GAGNE, PLS LICENSE NO. L-4700

LEGEND:

IRON PIPE FOUND

IRON ROD FOUND

IRON ROD SET

PK NAIL FOUND

PK NAIL SET

CONCRETE MONUMENT FOUND

LIGHT POLE

UTILITY POLE

GUY ANCHOR

TRANSFORMER

TELEPHONE RISER

WATER METER

WATER VALVE

FIRE HYDRANT

CLEAN-OUT

SANITARY SEWER MANHOLE

STORM DRAINAGE MANHOLE

WELL

CURB INLET

CATCH BASIN

GAS METER

MAILBOX

TREES

CHAINLINK FENCE

EXISTING CONTOUR

RIGHT OF WAY/BOUNDARY

X

TR

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IPF

IRF

IRS

PKF

PKS

18

LO 48

TR

LP 14

LP 18

LAO 24

LO 20

CHR 12

CED 16

2

8

25

28

2

8

12

SHIPYARD BLVD - (U.S. 117)

(130' PUBLIC R/W)

9' STREETYARD BUFFER M

IN.

18' STREETYARD BUFFER

27' STREETYARD BUFFER MAX.

PR

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10' B

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TA

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367 SF

204 SF

301 SF

470 SF

2,148 S

F

538 SF

8.5'

18'

24'

18'

19'

24'

19'

24'

2.5'

2.5'

5'

2

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PERVIOUS PAVING

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13.5'

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26.68'

99.42'

24'

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1" =

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SCALE:

20' 40' 60'

1" = 20'

VICINITY MAP

(NOT TO SCALE)

SITE

SHIPYARD BLVD

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SITE INFORMATION

PROJECT ADDRESS: 2525 WONDER WAY, 621 & 703 SHIPYARD BLVD


OWNER INFORMATION:

CORPORATION FOR INQUIRY, LLC 2525 WONDER WAY


621 SHIPYARD BLVD 621 SHIPYARD, LLC

621 SHIPYARD BLVD


703 SHIPYARD BLVD ALATORRE FAMILY

703 SHIPYARD BLVD


TAX PARCEL IDENTIFICATION #: R06018-004-022-003 (2525 WONDER WAY)

RECORDED DEED BOOK: DB 6121 PG 2897

TAX PARCEL IDENTIFICATION #: R06018-004-032-000 (621 SHIPYARD BLVD)




CURRENT ZONING: CS - COMMERCIAL SERVICE

O&I -1(CD) (2525 WONDER WAY)

EXISTING USE: RESIDENTIAL

PROPOSED USE: PARKING LOT

TOTAL SITE AREA: ± 1.047 ACRES (45,615 SF)

FLOOD INFORMATION: THIS PARCEL IS LOCATED IN FLOOD ZONE X,

WHICH IS NOT A SPECIAL FLOOD HAZARD AREA

AS DETERMINED BY FEMA FLOOD PANEL

3720312600K, DATED AUGUST 28, 2018

CAMA LAND USE CLASSIFICATION: URBAN

SPECIAL HIGHWAY OVERLAY DISTRICT: THE SITE IS NOT LOCATED IN A SPECIAL HIGHWAY

OVERLAY DISTRICT

DIMENSIONAL REQUIREMENTS

O&I - OFFICE & INSTITUTIONAL

- MINIMUM LOT AREA: 15,000 SF

- MINIMUM LOT WIDTH: 80'

- MAXIMUM LOT COVERAGE: 40%

- MINIMUM FRONT SETBACK: 20'

- MINIMUM REAR SETBACK: 20', 25' WHEN ABUTTING RESIDENTIAL USE

- MINIMUM INTERIOR SIDE SETBACK: 10', 20' WHEN ABUTTING RESIDENTIAL USE

- MINIMUM CORNER LOT SIDE SETBACK: 20'

- MAXIMUM BUILDING HEIGHT: 45'

CS - COMMERCIAL SERVICES DISTRICT

- MINIMUM LOT AREA: 7,500 SF

- MINIMUM LOT WIDTH: 65'

- MAXIMUM LOT COVERAGE: N/A

- MINIMUM FRONT SETBACK: 35'

- MINIMUM REAR SETBACK: 15', 25' WHEN ABUTTING RESIDENTIAL USE

- MINIMUM INTERIOR SIDE SETBACK: 7', 20' WHEN ABUTTING RESIDENTIAL USE

- MINIMUM CORNER LOT SIDE SETBACK: 35'

- MAXIMUM BUILDING HEIGHT: 35'

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. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET.

6. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE

REPLACED.

7. A LANDSCAPE PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BE

SUBMITTED TO THE CITY OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND PARKS AND

RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO THE RECORDING OF THE FINAL

PLAT..

8. CONTACT TRAFFIC ENGINEERING at 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN

THE RIGHT OF WAY.

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: ____________________________________

NORTH CAROLINAILMINGTONWCITY OF

APPROVED STORMWATER MANAGEMENT PLAN

Public Services Engineering Division

5' CONCRETE SIDEWALK

PROPOSED WOOD FENCE - SEE

DETAIL THIS SHEET

EXISTING PLAY AREA

±0.35 AC

PROPOSED 5' CONCRETE

SIDEWALK ACCESSIBLE

ROUTE WITH 5% RAMP

PROPOSED PERVIOUS CONCRETE

PAVING (OR EQUAL)

APPROXIMATE LOCATION OF PROPOSED

UNDERGROUND STORMWATER MANAGEMENT

SYSTEM

APPROXIMATE LOCATION OF PROPOSED

STORM DRAIN

EXISTING CONCRETE

SIDEWALK

PROPOSED RETAINING WALL

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20'x70' SIGHT TRIANGLE

HANDICAP PARKING SIGN

HANDICAP PARKING SPACE, TYP.

HANDICAP LOADING SPACE

PROPOSED CONNECTION

TO EXISTING DRIVEWAY

PROPOSED FENCING

TO MATCH EXISTING

SITE MAP

(1" = 200')

SHIPYARD BLVD

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CAPE FEAR CENTER FOR INQUIRY

SITE

EXISTING FENCING

EXISTING HYDRANT

CURBING AND GUTTERS

TO BE REPLACED AS

NECESSARY

PROPOSED ASPHALT PAVING

PROPOSED CONCRETE WHEEL STOP

COMMERCIAL PARKING LOT REQUIREMENTS 18-258

COMMERCIAL PARKING LOTS SHALL COMPLY WITH THE FOLLOWING:

(a) IF OUTDOOR, A THREE-FOOT HIGH BUFFER WITH A MINIMUM DEPTH OF TEN (10) FEET SHALL BE

PROVIDED IN THE FRONT YARD TO SCREEN PARKING AREAS FROM THE ROAD.

(b) A LIGHTING PLAN SHALL BE PROVIDED SHOWING ALL OUTDOOR LIGHTING FIXTURES, TYPE AND

WATTAGE. GLARE SHALL BE MINIMIZED THROUGH THE USE OF DIRECTIONAL FIXTURES.

(c) ACCESS SHALL BE PROHIBITED THROUGH RESIDENTIAL AREAS.

(d) THE STREET YARD REGULATIONS DEFINED IN THE CB ZONING DISTRICT APPLY.

(e) SIX (6) PERCENT OF THE GROSS PARCEL AREA SHALL BE LANDSCAPED TO THE FOLLOWING

STANDARDS:

(1) LANDSCAPED AREAS SHALL BE EVENLY LOCATED AROUND THE PERIMETER OF THE PARCEL.

(2) ONE (1) TREE AND SIX (6) SHRUBS SHALL BE PLANTED FOR EVERY FIFTEEN (15) PARKING

SPACES.

(3) FIFTY (50) PERCENT OF TREES SHALL BE OF A SHADE/CANOPY VARIETY AS DEFINED IN THIS

CHAPTER

SITE PARKING

MINIMUM PARKING REQUIRED: N/A

TOTAL PARKING PROVIDED: 83 SPACES

HANDICAP PARKING REQUIRED: 4 SPACES

HANDICAP PARKING PROVIDED: 4 SPACES

BICYCLE PARKING REQUIRED: EXISTING BICYCLE PARKING

LOCATED AT SCHOOL BUILDING

BUILDING INFO

NO BUILDINGS ARE PROPOSED FOR THE SITE

SYMBOL LEGEND

EXISTING ALUMINUM FENCE

PROPOSED ALUMINUM FENCE

PROPOSED WOOD FENCE

PROPOSED ROLLING VEHICULAR GATE

VEHICULAR STACKING ROUTE

SIGHT DISTANCE TRIANGLES

IN ORDER TO MAINTAIN AN ACCEPTABLE AND SAFE LINE OF SIGHT FOR

MOTOR VEHICLE DRIVERS, NO PARKING SPACES, FENCES, WALLS, POSTS,

LIGHTS, SHRUBS, TREES OR OTHER TYPE OF OBSTRUCTIONS NOT

SPECIFICALLY EXEMPTED SHALL BE PERMITTED IN THE SPACE BETWEEN

THIRTY (30) INCHES AND ABOVE GROUND LEVEL AND TEN (10) FEET

ABOVE GROUND LEVEL WITHIN THE TRIANGULAR SIGHT DISTANCE.

CITY OF WILMINGTON LAND DEVELOPMENT CODE SECTION 18-556

NO LEFT TURN (R3-2) SIGN IN

CONJUNCTION WITH STOP SIGN

ADJACENT DRIVEWAY -

SEE EXISTING CONDITIONS

PLAN FOR ALL ADJACENT

DRIVEWAY LOCATIONS

EXISTING FIRE

ACCESS ROUTE

ADA RAMP WITH

WARNING DOMES

EXISTING SIDEWALK

WOOD BOARDWALK

PROPOSED ACCESSIBLE

ROUTE WITH 5% RAMP

APPROXIMATE LOCATION

OF 10' MULTI-USE TRAIL

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U.S. ROUTE SIGN TO BE

RELOCATED IN ACCORDANCE

WITH THE MUTCD/NCDOT

MANUALLY OPERATED ROLLING GATE TO BE

OPEN DURING SCHOOL'S OPERATING HOURS

X

8'-0" POST FACE TO FACE (MAX.)

L

C

3" TYP.

X

4"

X

4"

3'-0"

8'-0"

4"

L

C

THE TOP AND BOTTOM WOOD

CROSS BRACES SHALL BE

PLACED 6" FROM THE END OF

THE WOOD PICKETS. THE

MIDDLE BRACE SHALL BE

CENTERED WITHIN THE FENCE.

4 x 4 TREATED

WOOD POST (TYP.)

ATTACH EACH 2 x 6 x 8

CROSS BRACE TO THE

4 x 4 TREATED WOOD

POST WITH 2-3" x 1/4"

GALVANIZED LAG

BOLTS WITH

WASHERS (TYP.)

2 x 6 x 8 TREATED WOOD

CROSS BRACE (TYP.)

ATTACH EACH 1 x 6

WOOD PICKET TO THE

2 x 6 CROSS BRACE

WITH 3 GALVANIZED

NAILS (TYP.)

1 x 6 TREATED WOOD

PICKET (TYP.)

TOP OF CONCRETE

FOUNDATION TO BE A

RECTANGULAR SHAPE

1/2" SLOPE

INSTALL 1 x 6 BOARDS VERT.,

2 x 6's MAY SLOPE OR BE

HORIZ. TO ACCOUNT FOR

GRADE CHANGES. SPACE 1 x

6 BOARDS EQUALLY

4000 PSI MIN. OR AS

SPECIFIED IN THE

GEOTECH REPORT

GRADE

4" CABC

ELEVATION VIEW

BUFFER WOOD FENCE DETAIL

4 x 4 TREATED WOOD POST

(TYP.)

1 x 6 TREATED WOOD PICKET

(TYP.)

2 x 6 TREATED WOOD CROSS

BRACE (TYP.)

INSTALL 1 x 6 BOARD AT END

OF FENCE IF SIDE IS VISIBLE

4 x 4 TREATED WOOD POST

(TYP.)

PLAN VIEW

16"

PROVIDED

(a) A 10' DEEP BUFFER IS PROVIDED, PLANTED WITH A DOUBLE ROW OF EVERGREEN SHRUBS

PLANTED AT A MINIMUM HEIGHT OF 36"

(b) LIGHTING PLAN IS UNDERWAY BY DUKE ENERGY AND WILL BE PROVIDED WHEN COMPLETE

LIGHTING SHOWN HERE FOR DIAGRAMMATIC PURPOSES AND TO DEMONSTRATE

COMPLIANCE WITH SECTION 12-258(b)

- LIGHTING SHALL NOT SHINE DIRECTLY ONTO RESIDENTIAL PREMISES

- UNRESTRICTED LIGHTING IS LIMITED TO TEN (10) FEET IN HEIGHT

- 90° CUTOFF LIGHTING IS LIMITED TO FIFTEEN (15) FEET IN HEIGHT

(a) ACCESS FROM THE RESIDENTIAL PROPERTY TO THE EAST IS PREVENTED WITH THE

REQUIRED WOOD BUFFER FENCE.

NOT TO SCALE

FENCING NOTES AND SPECIFICATIONS

1. SPECIFICATIONS FOR WOOD FENCES THE FOLLOWING SPECIFICATIONS, DERIVED

FROM ASTM F 537 AND STANDARD PRACTICE IN THE FENCE INDUSTRY, SHALL

APPLY TO THE MATERIALS AND CONSTRUCTION OF WOOD FENCES:

(A) POSTS AND FRAMING - POST SPACING SHALL NOT EXCEED EIGHT

FEET (8')

ALL POST HOLES SHOULD BE A MINIMUM OF THIRTY-SIX INCHES (36")

DEEP FOR FENCES UP TO EIGHT FEET (8'). ALL TERMINAL, CORNER

AND GATE POSTS SHOULD BE SET TO FOURTY-TWO INCHES (42")

DEEP.

(B) POST HOLES SHOULD BE AT LEAST FOUR INCHES (4") LARGER IN

DIAMETER THAN THE LARGEST DIMENSION OF THE POST. ALL

TERMINAL, CORNER AND GATE POSTS SHOULD BE SET IN

CONCRETE.

(C) FENCES OVER FIVE FEET (5') SHALL HAVE A THIRD RAIL AT CENTER

HEIGHT. STRINGERS SHALL BE 2X6 MINIMUM (NOMINAL).

(D) MATERIALS - ALL MATERIALS USED IN WOOD FENCING SHOULD BE

EITHER (1) NATURALLY ROT-RESISTANT WOOD (SUCH AS CEDAR), (2)

A WOOD PRESSURE TREATED FOR ROT-RESISTANCE, OR (3) BE

COATED THOROUGHLY WITH A PAINT OR PROTECTIVE COATING

IMMEDIATELY ON ERECTION.

(E) FASTENERS - FASTENERS SHALL BE MADE OF A NON-RUSTING,

NON-CORROSIVE MATERIAL, OR COATED TO RESIST RUSTING. NAILS

SHALL BE LONG ENOUGH TO PENETRATE THE RECEIVING MEMBER

TWICE THE THICKNESS OF OF THE THINNER MEMBER BUT NOT LESS

THAN ONE AND ONE-HALF INCHES (1 1/2").

(F) COVER BOARDS SHALL BE 1/2" MINIMUM THICKNESS.

(G) SOLID WOOD FENCES SHOULD ALLOW FOR EXPANSION TO AVOID

BUCKLING AS FOLLOWS: FOR WIDTHS 2 TO 4 INCHES, A ONE

SIXTEENTH INCH (1/16") SPACE SHOULD BE PROVIDED; FOR WIDTHS

6 TO 8 INCHES, A MINIMUM SPACE OF ONE EIGHTH INCH (1/8")

SHOULD BE PROVIDED.

(H) THE TOPS OF THE COVER BOARDS SHALL BE CUT AS DOG EAR

(CORNERS CUT OFF AT 45 DEGREE ANGLES).

SECTION

VIEW

8'-0"

CL CL

6"

4'-6"

3"

5'

ALUMINUM FENCE / ROLLING GATE DETAIL

NOT TO SCALE

IMPERVIOUS INFORMATION

EXISTING IMPERVIOUS AREA 3,530 SF

PROPOSED IMPERVIOUS AREA

TOTAL BUILDING (FOOTPRINT) 0 SF

ON-SITE PARKING & DRIVEWAYS 22,669SF

ON-SITE SIDEWALKS 2,952 SF

FUTURE BUILDING EXPANSION 0 SF

FUTURE IMPERVIOUS 0 SF

TOTAL PROPOSED IMP. AREA 25,621SF (0.59 AC)

PROPOSED PERCENT IMPERVIOUS 25,621 / 45,615 = 56.2%

*DETAIL FOR REFERENCE ONLY. FINAL DESIGN TO MATCH EXISTING FENCE.

400' CAR STACKING

DISTANCE AND DIRECTION

OF TRAFFIC FLOW

400' STACK 400' STACK

2x2 POST 1x1 RAILS 3/4 x 3/4 PICKETS

FINISH GRADE

ELEVATION VIEW

ADA RAMP WITH

WARNING DOMES

STOP BAR

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Name Date

Planning

Traffic

Fire

Date:____________ Permit #___________________

Signed: ____________________________________




DRAWN:

CHECKED:

SCALE

DATE:

STANDARD DETAIL

PB/JSR

DEC

NOT TO SCALE

OCTOBER, 2010

SIDEWALK

SD 3-10

30'

FILLED EXPANSION JOINT FILLED EXPANSION JOINT

5'

SECTION A-A

5'

AA

CONTROL JOINT

FILLED EXPANSION JOINT

4"

1/2"

SECTION B-B

SCORE

1/4"

1"

BB

NOTES: 1. JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.

2. SANITARY SEWER CLEAN-OUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE

LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.

3. MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB.

4. CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY

APRON) SHALL BE CLASS "A" - 3,000 PSI.

5. MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL

6. 4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS

7. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"

8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1

9. MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX CROSS

SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY EXISTING

CONDITIONS, OR NO GREATER THAN THE SLOPE OF THE EXISTING ADJACENT ROAD.

WILMINGTON N.C. 28402

(910) 341-7807

CITY OF WILMINGTON ENGINEERING


PO BOX 1810

LAO 36

LO 14

LO 15

OAK 68

LO 48

LAO 16,28

LAO 40

OAK 24

LAO 24

LAO 14

SGUM 10

LAO 12

LAO 18

LO 18

LAO 10

LO 16

LAO 24

LO 16

LO 38

LO 12

TR

LO 38

LO 14

LLP 14

LAO 14

LAO 12

LO 10

LAO 14

LO 18

LAO 20

LP 14

LO 12

LP 14

LP 18

LO 36

LO 44

LO 24,18

OAK 18,14,20,18,14

LAO 20

LAO 18

LO 12

LAO 19

LAO 24

LO 20

CHR 12

LO 22

LAO 24

CHR 7

DG 4

DG 4

DG 4

CHR 6

LAO 9

DG 8

LAO 29

LAO 16

LAO 8

LO 11

LO 18

MAG 10

MAG 12

PEC 13

MAG 3

MAG 2

MAG 3

MAG 3

MAG 3

LAO 8

MAG 4

BGUM 4

BGUM 6

BGUM 3

BGUM 6

BGUM 6

MAG 3

MAG 3

MAG 3

LO 27

LO 10

LO 12

PEAR 10

PEAR 9

CED 16

LO 30

MAP 9

MAP 11

DG 4

DG 6

WO 8

CHR 8

WO 8

WILL 7

LLP 12

LO 8

MAG 5

CAM 3

CAM 3

GP

CHR 7

X

X

XX

XXX

X

X X

X

X

X

X

X

XXXX

X

X

X

X

X

SHIPYARD BLVD - (U.S. 117)

(130' PUBLIC R/W)

9' STREETYARD BUFFER MIN.

18' STREETYARD BUFFER

27' STREETYARD BUFFER M

AX.

PR

OP

OS

ED

10' B

UF

FE

R/ F

EN

CE

24'

20'

367 SF

204 SF

301 SF

470 SF

2,148 S

F

538 SF

(95) LIG

(6) LO

(3) LO(20)LIG

(1) LO

(3) LIG

(1)LO

(8)DYH

(11)DYH (2) LO

(10) DYH

(1)LO

(37)DYH

(12)DYH

(7) DYH

(1) LO

(7) DYH

1,271 SF

EXISTING

SHADE

410 SF

EXISTING

SHADE

1,921 SF

EXISTING

SHADE

1,338 SF

EXISTING

SHADE

587 SF

EXISTING

SHADE

1,042 SF

EXISTING

SHADE

1,163 SF

EXISTING

SHADE

811 SF

EXISTING

SHADE

(1)LO

X

X

XX

XXX

X

X X

X

X

X

X

X

XXXX

X

X

X

X

X

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1" =

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20' 40' 60'

1" = 20'

VICINITY MAP

(NOT TO SCALE)

SITE

SHIPYARD BLVD

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SITE INFORMATION

PROJECT ADDRESS: 2525 WONDER WAY, 621 & 703 SHIPYARD BLVD


OWNER INFORMATION:

CORPORATION FOR INQUIRY, LLC 2525 WONDER WAY


621 SHIPYARD BLVD 621 SHIPYARD, LLC

621 SHIPYARD BLVD


703 SHIPYARD BLVD ALATORRE FAMILY

703 SHIPYARD BLVD


TAX PARCEL IDENTIFICATION #: R06018-004-022-003 (2525 WONDER WAY)






CURRENT ZONING: CS - COMMERCIAL SERVICE

O&I -1(CD) (2525 WONDER WAY)

EXISTING USE: RESIDENTIAL

PROPOSED USE: PARKING LOT

TOTAL SITE AREA: ± 1.047 ACRES (45,615 SF)

FLOOD INFORMATION: THIS PARCEL IS LOCATED IN FLOOD ZONE X,

WHICH IS NOT A SPECIAL FLOOD HAZARD AREA AS

DETERMINED BY FEMA FLOOD PANEL 3720312600K,

DATED AUGUST 28, 2018

CAMA LAND USE CLASSIFICATION: URBAN

SPECIAL HIGHWAY OVERLAY DISTRICT: THE SITE IS NOT LOCATED IN A SPECIAL HIGHWAY

OVERLAY DISTRICT

TREE REMOVAL NOTES:

1. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION

FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO

CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN TREE

PROTECTION FENCING.

2. ALL TREES TO BE REMOVED SHALL BE DUE TO ESSENTIAL SITE IMPROVEMENTS. MITIGATION

FOR ANY TREE REMOVAL SHALL ONLY BE APPLICABLE TO SIGNIFICANT TREES REMOVED.

TREE MITIGATION NOTES:

1. EXISTING TREES TO REMAIN WILL COUNT TOWARD CREDIT AGAINST MITIGATION AS PER TABLE

1 'CREDIT FOR PRESERVED TREES' IN SECTION 18-448 OF THE CITY OF WILMINGTON LDC.

2. NO CREDIT WAS TAKEN FOR EXISTING TREES TO REMAIN LOCATED WITHIN THE BUFFERS

3. TREE PROTECTION FENCING WILL BE INSTALLED AS PER CITY OF WILMINGTON STANDARDS

AND BE PRESENT BEFORE AND DURING CONSTRUCTION TO PREVENT EQUIPMENT AND

PERSONNEL FROM DAMAGING PRESERVED TREES.







Name Date

Planning

Traffic

Fire

Date:____________ Permit #___________________

Signed: ____________________________________




EXISTING TREE TO

REMAIN, TYP

8' WOOD FENCE

EXISTING PLAY AREA

±0.35 AC

EXISTING TREE TO BE

REMOVED, TYP.

E

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20'x70' SIGHT TRIANGLE

PROPOSED FENCING

SITE MAP

(1" = 200')

SHIPYARD BLVD

W

O

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W

A

Y

CAPE FEAR CENTER FOR INQUIRY

SITE

EXISTING FENCING

EXISTING HYDRANT

EXISTING TREE TO REMAIN

COMMERCIAL PARKING LOT REQUIREMENTS 18-258

COMMERCIAL PARKING LOTS SHALL COMPLY WITH THE FOLLOWING:

(a) IF OUTDOOR, A THREE-FOOT HIGH BUFFER WITH A MINIMUM DEPTH OF TEN (10) FEET SHALL BE

PROVIDED IN THE FRONT YARD TO SCREEN PARKING AREAS FROM THE ROAD.

(b) A LIGHTING PLAN SHALL BE PROVIDED SHOWING ALL OUTDOOR LIGHTING FIXTURES, TYPE AND

WATTAGE. GLARE SHALL BE MINIMIZED THROUGH THE USE OF DIRECTIONAL FIXTURES.

(c) ACCESS SHALL BE PROHIBITED THROUGH RESIDENTIAL AREAS.

(d) THE STREET YARD REGULATIONS DEFINED IN THE CB ZONING DISTRICT APPLY.

(e) SIX (6) PERCENT OF THE GROSS PARCEL AREA SHALL BE LANDSCAPED TO THE FOLLOWING

STANDARDS:

(1) LANDSCAPED AREAS SHALL BE EVENLY LOCATED AROUND THE PERIMETER OF THE PARCEL.

(2) ONE (1) TREE AND SIX (6) SHRUBS SHALL BE PLANTED FOR EVERY FIFTEEN (15) PARKING

SPACES.

(3) FIFTY (50) PERCENT OF TREES SHALL BE OF A SHADE/CANOPY VARIETY AS DEFINED IN THIS

CHAPTER

PROVIDED

(a) A 10' DEEP BUFFER IS PROVIDED, PLANTED WITH A DOUBLE ROW OF EVERGREEN SHRUBS

PLANTED AT A MINIMUM HEIGHT OF 36"

(b) LIGHTING PLAN IS UNDERWAY BY DUKE ENERGY AND WILL BE PROVIDED WHEN COMPLETE

LIGHTING SHOWN HERE FOR DIAGRAMMATIC PURPOSES AND TO DEMONSTRATE COMPLIANCE

WITH SECTION 12-258(b)

- LIGHTING SHALL NOT SHINE DIRECTLY ONTO RESIDENTIAL PREMISES

- UNRESTRICTED LIGHTING IS LIMITED TO TEN (10) FEET IN HEIGHT

- 90° CUTOFF LIGHTING IS LIMITED TO FIFTEEN (15) FEET IN HEIGHT

(c) ACCESS FROM THE RESIDENTIAL PROPERTY TO THE EAST IS PREVENTED WITH THE REQUIRED

BUFFER FENCE

(d) STREET YARD LANDSCAPING REQUIRED PROVIDED

18 * 125 LF = 2,250 SF 2,250 SF 3,420 SF

2,250 / 600 = 3.75

1 TREE / 600 SF 4 TREES 4 TREES

6 SHRUBS / 600 SF 23 SHRUBS 23 SHRUBS

(e) 6% OF GROSS PARCEL AREA

1.047 AC * 0.06 = 0.062 AC 2,700 SF 4,200 SF

87 SPACES / 15 = 5.8

1 TREE / 15 SPACES 15 TREES 15 TREES

6 SHRUBS / 15 SPACES 35 SHRUBS 114 SHRUBS

50% OF TREES SHALL BE SHADE TYPE

REQUIRED TREES (4+15) * 50% 10 SHADE 19 SHADE

TREES TREES

(f) INTERIOR AREA LANDSCAPING

28,587 SF * 20% SHADING 5,717 SF 12,078 SF

5 TREES @ 707 SF EACH = 3,535 SF

EXISTING CANOPY SHADE = 8,543 SF

CANOPY TREES CODE QTY BOTANICAL / COMMON NAME SIZE

LO 16 Quercus virginiana

Southern Live Oak

2.5" cal

SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER

DYH 92 Ilex vomitoria `Nana`

Dwarf Yaupon

3` H min.

LIG 118 Ligustrum j. `East Bay`

East Bay Ligustrum

3` H min.

PLANT SCHEDULE

REQUIRED STREETYARD

2,250 /600 = 3.75

3.75 X 1 = 3.75 OR 4 CANOPY TREES REQ.

3.75 X 6 = 22.5 OR 23 SHRUBS REQ.

A 10' DEEP BUFFER IS PROVIDED, (3,020 SF)

SHRUBS PLANTED WITH DOUBLE ROW AT A

MINIMUM HEIGHT OF 36"

SIGHT DISTANCE TRIANGLES

IN ORDER TO MAINTAIN AN ACCEPTABLE AND SAFE LINE OF SIGHT FOR MOTOR VEHICLE

DRIVERS, NO PARKING SPACES, FENCES, WALLS, POSTS, LIGHTS, SHRUBS, TREES OR OTHER

TYPE OF OBSTRUCTIONS NOT SPECIFICALLY EXEMPTED SHALL BE PERMITTED IN THE SPACE

BETWEEN THIRTY (30) INCHES AND ABOVE GROUND LEVEL AND TEN (10) FEET ABOVE GROUND

LEVEL WITHIN THE TRIANGULAR SIGHT DISTANCE.

CITY OF WILMINGTON LAND DEVELOPMENT CODE SECTION 18-556

1) R

EV

IS

IO

NS

P

ER

T

RC

C

OM

ME

NT

S 3.5.19

ADJACENT DRIVEWAY

SEE EXISTING CONDITIONS

PLAN FOR ALL ADJACENT

DRIVEWAY LOCATIONS

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