Wilmington, North Carolina - CFCI PARKING LOT...

APRIL 2020

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

APRIL 1, 2020

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/SITE INVENTORY PLAN

C-0.0 COVER SHEET

MINOR SITE PLAN

C-4.0 DETAILS

L-1.0 LANDSCAPE / TREE REMOVAL PLAN

VICINITY MAP

(NOT TO SCALE)

SITE

SHIPYARD BLVD

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C-1.0 GENERAL NOTES

C-3.0 GRADING AND DRAINAGE PLAN

CORPORATION FOR INQUIRY INC

2525 WONDER WAY

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 (GODBEY)

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 - (US HWY 117)

(130' PUBLIC R/W)

LAO 36

LO 14

LO 15

X

X

X

X

X

X

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X

X

X

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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TR

LO 38

LO 14

LLP 14

LAO 14

LAO 12

LO 10

LAO 14

LO 18

LP 14

LO 12

LP 14

LP 18

LO 36

LO 44

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IPF

IPF

IRF

S 02°43'31" E

(T

OT

AL)-317.28'

0.70'

75.08'

S 88°15'23" W (

TOTAL) 225.13'

75.01'

289.06'

N 02°43'31" W

303.58'

74.58' (TIE)

S 88°45'41" W

75.04'

149.83' (TIE)

N 88°15'23" E

(TOTAL)-224.31'

74.48' (TIE)

9

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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

ASSN

613 WELLINGTON AVE

PARID: R06018-004-055-000


LAND USE: 961-CONDOMINIUM

COMMON AREA

DB 5389 PG 1693

CAM INDUSTRIES LLC

605 E SHIPYARD BLV

PARID: R06018-004-028-000


LAND USE: 958-UNUSED LAND

DB 5913 PG 653

SIDEWALK

SIDEWALK

EXISTING

HOUSE

EXISTING

HOUSE

EXISTING

HOUSE

FFE=43.8'±

FENCE LINE

FENCE LINE

EXISTING

STRUCTURE

CONCRETE

PAD/DRIVE

LO 24,18

CONCRETE

PATIO

SHED

PAD

COVERED

PORCH

DRIVEWAY

ASPHALT /

PARKINGCOVERED

PORCH

FENCE LINE

HVAC

HVAC

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PARKING

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OAK 18,14,20,18,14

FE

NC

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COVERED

PORCH

GAZEBO

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


609 SHIPYARD BLV

PARID: R06018-004-029-000



DB 5462 PG 1177

LAO 20

LAO 18

LO 12

LAO 19

LAO 24

LO 20

CHR 12

LO 22

X

X

X

X

X

X

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X

X

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X

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X

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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

LAO 8

MAG 4

BGUM 4

BGUM 6

BGUM 3

BGUM 6

BGUM 6

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

HWY 117 NORTH SIGN

JCT 421 SIGN

CITY OF WILMINGTON

680 SHIPYARD BLV

PARID: R06018-010-016-000

ZONING: RB-REGIONAL BUSINESS

LAND USE: 911-GOVERNMENTAL

DB 5739 PG 2588

ZP NO 143 LLC

700 SHIPYARD BLV

PARID: R06018-010-015-000


LAND USE: 528 NEIGHBORHOOD

RETAIL

DB 5231 PG 102

ZIMMER COMMERCIAL PROPERTIES

608 SHIPYARD BLVD

PARID: R06018-010-017-000


LAND USE: 9157-VACANT FLOORS

DB 5231 PG 102

OAK 38

PNE 16

PNE 20

OAK 8

OAK 14

PNE 16

OAK 25

PNE 19

OAK 8

OAK 12OAK 9

OAK 22

OAK 32

OAK 16

OAK 14

OAK 14

OAK 34

OAK 12

OAK 15

OAK 18

OAK 9

OAK 18

OAK 18

MAG 5

X

X

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SHED

IPF

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FE

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N 02°43'31" W

332.38'

BLO

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W

ALL-2'± H

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H

STEPS

OAK 20


2525 WONDER WAY

PARID: R06018-004-022-003




DB 6121 PG 2897


2525 WONDER WAY

PARID: R06018-004-022-003




DB 6121 PG 2897

EXISTING

BLDG

DRIVEWAY

DRIVEWAY

DRIVEWAY

DRIVEWAY

DRIVEWAY

N

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POLE MOUNTED STREET LIGHT

FIRE TRUCK PAVED

CROSS-OVER FOR FIRE DEPT.

ACROSS SHIPYARD

POLE MOUNTED STREET LIGHT

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PRELIMINARY DRAWING

DO NOT USE FOR

CONSTRUCTION,

RECORDATION,

CONVEYANCES, OR

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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

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PKS

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COORDINATION NOTES:

1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION

OF THESE PLANS.

2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH THE CITY OF

WILMINGTON, NEW HANOVER COUNTY, CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA), AND THE

STATE OF NORTH CAROLINA.

3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO

BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF

THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT

PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE

IMPROVEMENT STAKEOUT(S).

4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR

IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO

FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN

THE RECORDED EASEMENT.

5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING

DIMENSIONS AND DETAILS.

GENERAL NOTES:

1. TREE INVENTORY, BOUNDARY, AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE

ENGINEERING, INC. THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY

DISCREPANCIES REPORTED TO THE OWNER AND ENGINEER.

2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON

THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE

CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS,

ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES.

IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO

ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES

INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY

SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE

CABLES, WATER LINES, ETC.

3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE

DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED

UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.

4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO

THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL

TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,

FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS

NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE

CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST

EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES" BY THE USDOT.

5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE

WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED

OF OFF-SITE.

6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF

ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.

7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AN ALLOW THE CENTER

TO LOCATE EXISTING UTILITIES BEFORE DIGGING.

8. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE

OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE

BEGINNING CONSTRUCTION.

9. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE

PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.

10. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED,

UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.

11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.

12. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF

THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.

13. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM

CLEAN AT ALL TIMES.

14. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE

DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A

RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE

SPECIFICATIONS.

15. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION

OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON

COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.

16. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE

CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE

OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE

WITHOUT THE PERMISSION OF THE OWNER AND ENGINEER.

17. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE

LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE

SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA

COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS

FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE

PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR

REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO

UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949

AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR

CONTACTING ALL NON-SUBSCRIBING UTILITIES.

18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,

ETC., THAT MAY BE REQUIRED.

19. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS

ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.

20. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM

TO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL

BE WHITE.

21. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO

INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT

ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.

22. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS

OTHERWISE NOTED.

DEMOLITION NOTES:

1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING

SERVICE CONNECTIONS WHEN NECESSARY.

2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION

REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE

PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION.

3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE

DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND

STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND

STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE GEOTECHNICAL ENGINEER FOR THE

INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND

AS SHOWN ON THESE PLANS.

4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE

PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE

CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO

OWNER.

5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE

OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE

CONTRACTOR.

6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT

COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN.

AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION

AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER

DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.

7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION

SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.

8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL

FROM THE PROPERTY AND PROPER DISPOSAL.

9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND

UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH

THE SITE WITH THE RESPECTIVE COMPANIES.

10. CONTRACTOR SHALL MAINTAIN REQUIRED DISTANCES FROM HIGH VOLTAGE OVERHEAD LINES AND

REMOVE TREES SO THEY DO NOT FALL TOWARDS OVERHEAD ELECTRICITY.

11. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE

DEMOLISHED.

12. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL

REGULATIONS AS WELL AS OSHA REGULATIONS.

13. EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN SERVICE.

14. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS,

BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS BY DIGGING TEST

PITS.

ROOF DRAIN NOTE:

1) PROPOSED BUILDING SHALL DIVERT ROOF DRAINAGE TO

STORMWATER COLLECTION SYSTEM.

WETLAND NOTES:

1) THERE ARE NO WETLANDS ON THE PROPERTY.

GENERAL STORM SEWER NOTES

1. ALL STORM SEWERS SHALL BE CONSTRUCTED AS SPECIFIED ON THE

DRAWINGS AND IN THE PROJECT SPECIFICATIONS.

2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE

DRAWINGS AND/OR SPECIFICATIONS.

3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE

REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS

INDICATED OTHERWISE ON PLANS.

TRAFFIC NOTES:

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

& MEET 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.

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

REPLACED.

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

NC ACCESSIBILITY NOTES:

GENERAL NOTES:

1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT (2010

ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &

REGULATIONS.

2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS.

PARAMOUNTE ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT

CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE BIDDING

THE PROJECT. IN ADDITION, PARAMOUNTE ENGINEERING HAS MADE A POINT IN THESE NOTES AND

DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES / GRADES AND DIMENSIONS THAT

COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA

BUILDING CODE/ANSI A117.1 AND APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES

AND DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER

IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.

3. THE CONTRACTOR SHALL NOTIFY PARAMOUNTE ENGINEERING IMMEDIATELY OF ANY CONFLICT

BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PARAMOUNTE

ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE

ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO

CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES AS A RESULT OF RESOLUTION OF

ANY SUCH CONFLICT(S).

4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL

REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL

INFORMATION.

ACCESSIBLE ROUTE NOTES:

1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING

SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS OR SIDEWALKS; AND PUBLIC

TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE.

2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES,

ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.

3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM RUNNING

SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%.

4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER

THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS.

5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSHAND FREE

OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED).

6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.

7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FORTY-EIGHT (48) INCHES

MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED (NC BUILDING CODE

1104.1 & 1104.2).

8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN

FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM

APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42)

INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE

THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM.

.* SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES*

9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALLPROVIDE PASSING

SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A

SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2)

WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND

ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE

INTERSECTION.

10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE

AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ ANSI

A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.

11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE

SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.

12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE. IN THE EVENT

THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE SHALL COMPLY

WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), A117.1, THE NC BUILDING CODE,

AND APPLICABLE LOCAL LAWS & REGULATIONS

RAMP NOTES:

1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE

CONSIDERED A RAMP.

2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL

BE 2.0%.

3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES (NC BUILDING CODE

1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED

BETWEEN THE HANDRAILS.

4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.

5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE

NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE

AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60)

INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A

CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.

6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES

COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING

CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.

7. FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.

8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE

NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE PROVIDED ON

EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS.

9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES

REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING

CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS

THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO

PROVIDE A COMPLIANT TURNING SPACE.

CURB RAMP NOTES:

1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE

SHALL BE 2.0%.

2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE

CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB

RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL.

3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE OF FLARED SIDES, IF

PROVIDED. *NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 INCHES

MINIMUM WIDE (1104.1 & 1104.2).*

4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING

SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS

WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. LANDINGS SHALL

HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION.

5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS

NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES.

6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.

7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT

PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT

MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED

SIDES.

8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED

VEHICLES.

9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH DEEP DETECTABLE

WARNING COMPLYING WITH 406.12 A117.1, EXTENDING THE FULL WIDTH OF THE RAMP. REFERTO

DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES. THE NC

BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO

THE 2010 ADA STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.

10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, ½ INCH WIDE BY ¼ INCH DEEP, ONE (1)

INCH CENTERS TRANSVERSE TO THE RAMP.

11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.

12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK

AND NOT ON THE SIDEWALK.

13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE

RAMP AREA.

14. CURB RAMP TYPE AND LOCATION ARE PER PLAN.

GENERAL EROSION AND SEDIMENT CONTROL NOTES:

1. THIS PROPERTY IS NOT SUBJECT TO THE NC SEDIMENTATION CONTROL ACT IN REGARDS TO OBTAINING

AN EROSION CONTROL PERMIT SINCE THE LAND DISTURBANCE IS UNDER 1.0 ACRE. HOWEVER, ONSITE

SEDIMENTATION CONTROL WILL BE A REQUIREMENT OF THE CONTRACTOR DURING ANY DISTURBANCE

AND CONSTRUCTION. ALSO IF THE CONTRACTOR EXCEEDS AN ACRE WITH LAYDOWN AREAS AND HAUL

ROADS, A PERMIT WILL BE REQUIRED AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED.

2. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR

SEEDED AS INDICATED AND STABILIZED.

3. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE

PRIOR TO DISCHARGE TO RECEIVING OUTLET.

NC ACCESSIBILITY NOTES CONTD.

PARKING SPACE NOTES:

1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL

FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE.

2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE. ACCESS AISLES SHALL

BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE

AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET).

WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS

SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES

ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE

PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.

3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY

ENTRANCE AND SHALL COMPLY WITH PROVISIONS FORACCESSIBLE ROUTES. MARKED CROSSINGS

SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE

POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.

4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.

5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE.

6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.

7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO

BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR ANGLED VAN PARKING SPACES WHICH

SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES.

8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM

AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY

SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.

9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN

ALL DIRECTIONS.

10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE

ROUTE.

11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL

PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED

AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF

VAN ACCESSIBLE PARKING SPACES.

12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT

OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN

ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE

INSTALLED WITH BOLLARD PROTECTION.

13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE SECTION 1106.1SHALL

COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA GENERAL STATUTE 20-37.6 AND 136-30 AND

THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED FOR

EACH SPACE. SIGNS TO INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE

SPACE.

14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF ACCESSIBILITY

SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM PAVEMENT).

PASSENGER LOADING ZONE NOTES:

1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX (96) INCHES WIDE

MINIMUM AND TWENTY (20) FEET LONG MINIMUM.

2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY (60)

INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY

SERVE.

3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY.

4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES

NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE

VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.

5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,

FIRM AND SLIP RESISTANT.

6. VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN

ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER LOADING ZONE TO A

VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED FOURTEEN

(114) INCHES MINIMUM.

ACCESSIBLE ENTRANCE NOTES:

1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT

(2010 ADA STANDARDS) AND THE NORTH CAROLINA BUILDING CODE, AND APPLICABLE LOCAL LAWS &

REGULATIONS.

2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES

ACT (2010 ADA STANDARDS) THE NC BUILDING CODE/ANSI A117.1 AND SHALL BE ON AN ACCESSIBLE

ROUTE.

TEMPORARY SEEDING

GRASS TYPE LBS/ ACRE

TIME OF

SEEDING

FERTILIZER

LIMESTONE

RYE GRAIN 50 OCT. - APR. 400 LBS/AC. 10-20-20

SWEET SUDAN

GRASS

50 JUNE - AUGUST 400 LBS/AC. 10-20-20

GERMAN or

BROWNTOP MILLET

50 JUNE - AUGUST 400 LBS/AC. 10-20-20

STRAW MULCH

AS NEEDED

4,000

PERMANENT SEEDING

GRASS TYPE LBS/ ACRE

TIME OF

SEEDING

FERTILIZER

LIMESTONE

BERMUDA, HULLED

BERMUDA, UNHULLED

10-20

35

MARCH - AUGUST

SEPT. - FEB.

BY SOIL TEST

CENTIPEDE10 MARCH - AUGUST

BY SOIL TEST

(NO HIGH PH)

TALL FESCUE

(COASTAL CULTIVAR

RECOMMENDED)

50 MARCH - AUGUST

300 LB/AC 10-20-20

OR BY SOIL TEST

SLOPES >= 2:1

CENTIPEDE SERICEA

LESPEDEZA

5

20

JAN - DEC BY SOIL TEST

Know what's below.before you dig.Call

R

EXISTING UTILITY NOTES:

1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE

ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED

UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.

2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND

ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE

RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD

CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY

DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE

IMMEDIATELY. THE CONTRACTOR SHALL RAISE OR LOWER EXISTING

MANHOLES AND STRUCTURES TO MATCH FINAL GRADES.

LAO 36

LO 15

OAK 68

LO 48

LAO 40

OAK 24

LAO 24

LAO 14

SGUM

10

LAO 12

LAO 18

LO 18

LAO 10

LO 38

LO 12

LO 38

LLP 14

LAO 14

LAO 12

LO 10

LAO 14

LO 18

LP 14

LO 12

LP 14

LP 18

LO 36

LO 44

S 0

2°4

3'3

1" E

(T

OT

AL

)-3

17

.2

8'

0.7

0'

75.08'

S 88°15'23" W (TOTAL) 225.13'

75.01'

28

9.0

6'

N 0

2°4

3'3

1" W

30

3.5

8'

S 88°45'41" W

75.04'

74.48' (TIE)

9

.

7

0

'

(

T

I

E

)

S

6

6

°

4

0

'0

3

"

W

27

2.9

2' (T

IE

)

S 0

2°5

0'1

2" E

N 0

2°4

3'3

1" W

(APPARENT R/W)

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

LAO 8

MAG

4

BGUM 4

BGU

M 6

BGUM 3

BGU

M 6

BGU

M 6

MAG

3

LO 27

LO 10

LO 12

PEAR 9

LO 30

DG 4

DG 6

WO

8

CHR 8

WO

8

WILL 7

LLP 12

LO 8

MAG

5

CAM 3

CAM 3

CHR 7

OAK 38

PNE 16

PNE 16

OAK 25

OAK 8

OAK 12

OAK 9

OAK 22

OAK 34

OAK 15

OAK 18

OAK 9

OAK 18

OAK 18

MAG

5

46

4

4

4

4

44

44

4

3

4

3

4

3

43

4

3

42

4

2

4

2

4

2

4

1

4

1

4

1

41

4

1

4

1

4

1

4

1

4

1

4

1

3

9

3

9

3

9

3

9

3

9

3

8

3

8

3

8

3

8

3

7

3

7

3

7

3

7

3

6

3

6

3

6

3

6

34

34

34

33

3

3

3

3

32

3

2

3

2

3

1

31

3

1

N 0

2°4

3'3

1" W

3

32

.3

8'

BLO

CK

W

ALL-2'± H

IG

H

OAK 20

N

7

7

°2

1

'4

4

" E

2

2

9

.2

9

' (T

)

7

6

.9

2

'

7

6

.2

1

'

7

6

.1

6

'

SHIPYARD BLVD - (U.S. 117)

(130' PUBLIC R/W)

14

13

8

16

6

10

17

L

O

D

L

O

D

LO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LAO 36

LO 15

OAK 68

LO 48

LAO 40

OAK 24

LAO 24

LAO 14

SGUM

10

LAO 12

LAO 18

LO 18

LAO 10

LO 38

LO 12

LO 38

LLP 14

LAO 14

LAO 12

LO 10

LAO 14

LO 18

LP 14

LO 12

LP 14

LP 18

LO 36

LO 44

S 0

2°4

3'3

1" E

(T

OT

AL

)-3

17

.2

8'

0.7

0'

75.08'

S 88°15'23" W (TOTAL) 225.13'

75.01'

28

9.0

6'

N 0

2°4

3'3

1" W

30

3.5

8'

S 88°45'41" W

75.04'

74.48' (TIE)

9

.

7

0

'

(

T

I

E

)

S

6

6

°

4

0

'0

3

"

W

27

2.9

2' (T

IE

)

S 0

2°5

0'1

2" E

N 0

2°4

3'3

1" W

(APPARENT R/W)

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

LAO 8

MAG

4

BGUM 4

BGU

M 6

BGUM 3

BGU

M 6

BGU

M 6

MAG

3

LO 27

LO 10

LO 12

PEAR 9

LO 30

DG 4

DG 6

WO

8

CHR 8

WO

8

WILL 7

LLP 12

LO 8

MAG

5

CAM 3

CAM 3

CHR 7

OAK 38

PNE 16

PNE 16

OAK 25

OAK 8

OAK 12

OAK 9

OAK 22

OAK 34

OAK 15

OAK 18

OAK 9

OAK 18

OAK 18

MAG

5

46

4

4

4

4

44

44

4

3

4

3

4

3

43

4

3

42

4

2

4

2

4

2

4

1

4

1

4

1

41

4

1

4

1

4

1

4

1

4

1

4

1

3

9

3

9

3

9

3

9

3

9

3

8

3

8

3

8

3

8

3

7

3

7

3

7

3

7

3

6

3

6

3

6

3

6

34

34

34

33

3

3

3

3

32

3

2

3

2

3

1

31

3

1

N 0

2°4

3'3

1" W

3

32

.3

8'

BLO

CK

W

ALL-2'± H

IG

H

OAK 20

N

7

7

°2

1

'4

4

" E

2

2

9

.2

9

' (T

)

7

6

.9

2

'

7

6

.2

1

'

7

6

.1

6

'


(130' PUBLIC R/W)

14

13

8

16

6

10

17

L

O

D

L

O

D

LO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

18'

LAO 36

LO 15

OAK 68

LO 48

LAO 40

OAK 24

LAO 24

LAO 14

SGUM

10

LAO 12

LAO 18

LO 18

LAO 10

LO 38

LO 12

LO 38

LLP 14

LAO 14

LAO 12

LO 10

LAO 14

LO 18

LP 14

LO 12

LP 14

LP 18

LO 36

LO 44

S 0

2°4

3'3

1" E

(T

OT

AL

)-3

17

.2

8'

0.7

0'

75.08'

S 88°15'23" W (TOTAL) 225.13'

75.01'

28

9.0

6'

N 0

2°4

3'3

1" W

30

3.5

8'

S 88°45'41" W

75.04'

74.48' (TIE)

9

.

7

0

'

(

T

I

E

)

S

6

6

°

4

0

'0

3

"

W

27

2.9

2' (T

IE

)

S 0

2°5

0'1

2" E

N 0

2°4

3'3

1" W

(APPARENT R/W)

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

LAO 8

MAG

4

BGUM 4

BGU

M 6

BGUM 3

BGU

M 6

BGU

M 6

MAG

3

LO 27

LO 10

LO 12

PEAR 9

LO 30

DG 4

DG 6

WO

8

CHR 8

WO

8

WILL 7

LLP 12

LO 8

MAG

5

CAM 3

CAM 3

CHR 7

OAK 38

PNE 16

PNE 16

OAK 25

OAK 8

OAK 12

OAK 9

OAK 22

OAK 34

OAK 15

OAK 18

OAK 9

OAK 18

OAK 18

MAG

5

46

4

4

4

4

44

44

4

3

4

3

4

3

43

4

3

42

4

2

4

2

4

2

4

1

4

1

4

1

41

4

1

4

1

4

1

4

1

4

1

4

1

3

9

3

9

3

9

3

9

3

9

3

8

3

8

3

8

3

8

3

7

3

7

3

7

3

7

3

6

3

6

3

6

3

6

34

34

34

33

3

3

3

3

32

3

2

3

2

3

1

31

3

1

N 0

2°4

3'3

1" W

3

32

.3

8'

BLO

CK

W

ALL-2'± H

IG

H

OAK 20

N

7

7

°2

1

'4

4

" E

2

2

9

.2

9

' (T

)

7

6

.9

2

'

7

6

.2

1

'

7

6

.1

6

'


(130' PUBLIC R/W)

14

13

8

16

6

10

17

L

O

D

L

O

D

LO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LAO 36

LO 15

OAK 68

LO 48

LAO 40

OAK 24

LAO 24

LAO 14

SGUM

10

LAO 12

LAO 18

LO 18

LAO 10

LO 38

LO 12

LO 38

LLP 14

LAO 14

LAO 12

LO 10

LAO 14

LO 18

LP 14

LO 12

LP 14

LP 18

LO 36

LO 44

S 0

2°4

3'3

1" E

(T

OT

AL

)-3

17

.2

8'

0.7

0'

75.08'

S 88°15'23" W (TOTAL) 225.13'

75.01'

28

9.0

6'

N 0

2°4

3'3

1" W

30

3.5

8'

S 88°45'41" W

75.04'

74.48' (TIE)

9

.

7

0

'

(

T

I

E

)

S

6

6

°

4

0

'0

3

"

W

27

2.9

2' (T

IE

)

S 0

2°5

0'1

2" E

N 0

2°4

3'3

1" W

(APPARENT R/W)

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

LAO 8

MAG

4

BGUM 4

BGU

M 6

BGUM 3

BGU

M 6

BGU

M 6

MAG

3

LO 27

LO 10

LO 12

PEAR 9

LO 30

DG 4

DG 6

WO

8

CHR 8

WO

8

WILL 7

LLP 12

LO 8

MAG

5

CAM 3

CAM 3

CHR 7

OAK 38

PNE 16

PNE 16

OAK 25

OAK 8

OAK 12

OAK 9

OAK 22

OAK 34

OAK 15

OAK 18

OAK 9

OAK 18

OAK 18

MAG

5

46

4

4

4

4

44

44

4

3

4

3

4

3

43

4

3

42

4

2

4

2

4

2

4

1

4

1

4

1

41

4

1

4

1

4

1

4

1

4

1

4

1

3

9

3

9

3

9

3

9

3

9

3

8

3

8

3

8

3

8

3

7

3

7

3

7

3

7

3

6

3

6

3

6

3

6

34

34

34

33

3

3

3

3

32

3

2

3

2

3

1

31

3

1

N 0

2°4

3'3

1" W

3

32

.3

8'

BLO

CK

W

ALL-2'± H

IG

H

OAK 20

N

7

7

°2

1

'4

4

" E

2

2

9

.2

9

' (T

)

7

6

.9

2

'

7

6

.2

1

'

7

6

.1

6

'


(130' PUBLIC R/W)

14

13

8

16

6

10

17

L

O

D

L

O

D

LO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

R

6

'

R

3

'

R

3

'

18'

R

3

'

PERVIOUS PAVING

ASPHALT

R

3

'

377 SF

337 SF

592 SF

PR

OP

OS

ED

10' B

UF

FE

R/ F

EN

CE

400' STACK 400' STACK 400' STACK 400' STACK

4

0

0

'

S

T

A

C

K

4

0

0

'

S

T

A

C

K

400' S

TA

CK

400' S

TA

CK

4

0

0

'

S

T

A

C

K

4

0

0

'

S

T

A

C

K

400' STACK400' STACK400' STACK400' STACK400' STACK400' STACK400' STACK400' STACK400' STACK400' STACK

4

0

0

'

S

T

A

C

K

4

0

0

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T

A

C

K

400' S

TA

CK

EN

D

ST

AC

KIN

G

24'

9'

17'

R

3

'

R

3

'

R

3

'

R

3

'

R

3

'

R

2

6

'

R

6

'

R

2

6

'

R

3

'

R

3

'

R

3

'

R

3

'

337 SF

R

6

'

R

6

'

R

2

6

'

R

2

6

'

963 SF

370 SF

303 SF

58'

5'

18'

24'

18'

9

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t

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8

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(

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399 SF

24'

9

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1

8

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17'

18'

17'

17'

18'

14'

18'

18'

5'

24'

9'

PERVIOUS PAVING

ASPHALT

PERVIOUS PAVING

ASPHALT

10'

6

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6

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5'

9'

91 SF

(15%)

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SCALE:

20' 40' 60'

1" = 20'

VICINITY MAP

(NOT TO SCALE)

SITE

SHIPYARD BLVD

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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.

9. THERE WILL BE NO SOLID WASTE DISPOSAL ON SITE

10. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION

11. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOR CLEAR SPACE SHALL BE

MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC

12. ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES

CONCERNING THE PROJECT

13. CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL BUILDINGS THAT DEMONSTRATES THAT

EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET SECTION 510 REQUIREMENTS OF THE 2018 NC FIRE CODE

14. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE

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

EXISTING CONCRETE

SIDEWALK

E

X

IS

T

IN

G

P

A

R

K

IN

G

20'x70' SIGHT TRIANGLE

HANDICAP

PARKING SIGN

HANDICAP PARKING

SPACE, TYP.

HANDICAP

LOADING SPACE

PROPOSED FENCING

TO MATCH EXISTING

SITE MAP

(1" = 200')

SHIPYARD BLVD

W

O

N

D

E

R

W

A

Y

CAPE FEAR CENTER FOR INQUIRY

SITE

SYMBOL LEGEND

EXISTING ALUMINUM FENCE

PROPOSED ALUMINUM FENCE

PROPOSED WOOD FENCE

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.

APPROXIMATE LOCATION

OF 10' MULTI-USE TRAIL

PER CITY OF WILMINGTON

8'-0"

CL CL

6"

4'-6"

3"

5'

ALUMINUM FENCE

NOT TO SCALE

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

400' STACK 400' STACK

2x2 POST

1x1 RAILS

3/4 x 3/4 PICKETS

FINISH GRADE

ELEVATION VIEW

FIRE & LIFE SAFETY NOTES:

1. LANDSCAPE OR PARKING CONNOT BLOCK OR IMPEDE FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE

MAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS

5' SIDEWALK

300 LF PROPOSED

WOOD FENCE - SEE

DETAIL THIS SHEET

ELEVATION VIEW

4"

10' WOOD SCREEN BUFFER FENCE

NOT TO SCALE

FINISH GRADE

8'-0"

CL CL

4x4 TREATED WOOD

POST SET IN CONCRETE

FOOTING

1x6 TREATED WOOD

PICKETS

2x6 CROSS BRACE

10'

PHASING

THE PROJECT IS PROPOSED TO BE COMPLETED IN ONE PHASE

SITE INFORMATION

PROJECT ADDRESS: 2525 WONDER WAY; 621, 703 & 705 SHIPYARD BLVD


OWNER INFORMATION: CORPORATION FOR INQUIRY, LLC

2525 WONDER WAY


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

RECORDED DEED BOOK: DB 6121 PG 2897

TAX PARCEL IDENTIFICATION #: R 06018-004-032-000 (621 SHIPYARD BLVD)


TAX PARCEL IDENTIFICATION #: R06018-004-033-000 (703 SHIPYARD BLVD)




* RECOMBINATION WILL BE REQUIRED AND WILL BE PROVIDED PENDING REZONING APPROVAL

CURRENT ZONING: CS - COMMERCIAL SERVICE

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

EXISTING USE: SCHOOL (252 WONDER WAY)

RESIDENTIAL (621, 703 & 705 SHIPYARD BLVD)

PROPOSED ZONING: O&I-1(CD) (RECOMBINED PARCEL)

* REZONING IS PENDING. APPROVED CONDITIONS SHALL BE

ADDED TO PLANS WHEN FINAL

PROPOSED USE: PARKING LOT

TOTAL LOD / PROPOSED SITE AREA: ± 2.45 AC (106,722 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'

SITE PARKING

MINIMUM PARKING REQUIRED: 54 SPACES

MAXIMUM PARKING ALLOWED: 81 SPACES

TOTAL PARKING EXISTING: 58 SPACES

TOTAL PARKING PROVIDED: 84 SPACES

TOTAL PARKING PROPOSED: 144 SPACES

*AN ALTERNATIVE PARKING STUDY HAS BEEN SUBMITTED AND

IS CURRENTLY UNDER REVIEW

HANDICAP PARKING REQUIRED: 4 SPACES

HANDICAP PARKING PROVIDED: 4 SPACES

BICYCLE PARKING REQUIRED: 10 SPACES REQUIRED

8 EXISTING SPACES SHALL BE SUPPLEMENTED TO MEET

THE REQUIREMENT ON EXISTING SCHOOL SITE

BUILDING INFO

NO BUILDINGS ARE PROPOSED FOR THE SITE

IMPERVIOUS INFORMATION

EXISTING IMPERVIOUS AREA 3,400 SF

TO BE REMOVED

PROPOSED IMPERVIOUS AREA

TOTAL BUILDING (FOOTPRINT) 0 SF

ON-SITE PARKING & DRIVEWAYS PERVIOUS

ON-SITE SIDEWALKS 6,050 SF

ON-SITE CURB 1,500 SF

ON-SITE CONCRETE 800 SF

TOTAL PROPOSED IMP. AREA 8,350 SF (0.19 AC)

PROPOSED PERCENT IMPERVIOUS 8,350 / 106,722 = 7.8%

BUFFFER / SCREENING INFORMATION:

STREETYARD: O&I-1 MULTIPLIER = 18

(300 LF OF FRONTAGE - 24' OF DRIVEWAY) X 18 = 4,968

SF REQUIRED

4,968 SF / 600 SF = 8.28 OR 9 CANOPY TREES

50 SHRUBS (12" HGT. AT PLANTING)

SIDE BUFFER: A 10' DEEP BUFFER IS PROVIDED, PLANTED WITH A

DOUBLE ROW OF EVERGREEN SHRUBS PLANTED AT A

MINIMUM HEIGHT OF 36"

ACCESS FROM THE RESIDENTIAL PROPERTY TO THE

EAST IS PREVENTED WITH THE REQUIRED 10' BUFFER

FENCE.

SCREENING: ALL ITEMS REQUIRING SCREENING AS DEFINED BY

THE CITY OF WILMINGTON LDC TO BE SCREENED IN

ACCORDANCE WITH SECTION 18-504.

CURBING AND GUTTERS TO BE

REPLACED AS NECESSARY, TYP.

PROPOSED

RETAINING WALL -

SEE GRADING PLAN

PROPOSED

CONCRETE

SIDEWALK

400' CAR STACKING

DISTANCE AND

DIRECTION OF

TRAFFIC FLOW

DETECTIBLE

WARNING DOMES

ACCESSIBLE

ROUTE WITH 5%

MAXIMUM SLOPE

CONCRETE WHEEL

STOP, TYP.

WETLANDS

WETLAND DELINEATION IS IN PROGRESS AND WILL BE

PROVIDED UPON COMPLETION

FENCING

· PROPOSED FENCING DETAILS ARE SHOWN, THIS SHEET

· NO GATES ARE PROPOSED

TRASH

NO TRASH REMOVAL IS REQUIRED. EXISTING TRASH REMOVAL

EXISTS AT THE MAIN SCHOOL LOCATION

TREE REMOVAL

· TREES ARE INDICATED FOR RETENTION OR REMOVAL ON

LANDSCAPE / TREE REMOVAL PLAN, SHEET L-1.0

· A TREE REMOVAL PERMIT HAS BEEN SUBMITTED

DROP-OFF / PICK-UP

THE PROPOSED PARKING LOT DOES NOT ALLOW FOR

PASSENGER DROP-OFF OR PICK-UP.

LAO 36

LO 15

NAIL IN

CONC.

IPF

IPF

OAK 68

LO 48

LAO 40

OAK 24

LAO 24

LAO 14

SGUM

10

LAO 12

LAO 18

LO 18

LAO 10

LO 38

LO 12

TR

LO 38

LLP 14

LAO 14

LAO 12

LO 10

LAO 14

LO 18

LP 14

LO 12

LP 14

LP 18

LO 36

LO 44

IPF

IPF

IRF

IRS

IRS

IRS

IRS

IRS

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

LAO 8

MAG

4

BGUM 4

BGU

M 6

BGUM 3

BGU

M 6

BGU

M 6

MAG

3

LO 27

LO 10

LO 12

PEAR 9

LO 30

DG

4

DG 6

WO

8

CHR 8

WO

8

WILL 7

LLP 12

LO 8

MAG

5

CAM 3

CAM 3

CHR 7

OAK 38

PNE 16

PNE 16

OAK 25

OAK 8

OAK 12

OAK 9

OAK 22

OAK 34

OAK 15

OAK 18

OAK 9

OAK 18

OAK 18

MAG

5

IPF

46

46

45

45

45

45

45

45

45

4

4

4

4

44

44

4

3

4

3

4

3

43

4

3

42

4

2

4

24

2

4

1

4

1

4

1

41

4

1

4

1

4

1

4

1

4

1

4

1

4

0

4

0

40

4

0

4

0

3

9

3

9

3

9

3

9

3

9

3

8

3

8

3

8

3

8

3

7

3

7

3

7

3

7

3

6

3

6

3

6

3

6

3

5

35

3

5

3

5

3

5

34

34

34

33

3

3

3

3

32

3

2

3

2

3

1

31

3

1

30

30

BLO

CK

W

ALL-2'± H

IG

H

OAK 20


(130' PUBLIC R/W)

SW 40.00

SW 40.04

SW 40.00

SW 39.50

SW 39.34

SW 39.00

SW 41.50

SW 32.00

SW 31.00

SW 31.75

SW 33.50

SW 31.83

SW 35.30

SW 37.90

SW 39.25

EP 38.95

TC 40.00

EP 39.50

SW 42.70

TC 42.50

EP 42.00

TC 40.70

EP 40.20

SW 42.58

TC 40.50

EP 40.00

SW 40.58

EP 38.95

SW 40.08EP 40.00

TC/SW 39.00

SW 39.25

SW 39.08

TC 39.00

EP 39.50

TC 40.00

EP 39.50

EP 39.25

TC 40.00

EP 39.50

TC 40.50

EP 40.00

TC 42.62

EP 42.12

TC 40.25

EP 39.75

TC 42.82

EP 42.22

SW 42.90

TC 41.82

EP 41.32

TC 42.62

EP 42.12

TC 42.20

EP 41.70

TC 41.90

EP 41.40

TC 42.80

EP 42.30

TC 41.70

EP 41.20

SW 41.90

TC 41.82

EP 41.32

TC 42.80

EP 42.30

EP 44.22

(EP 44.29)

(BC 44.81)

(EP 44.18)

(BC 44.88)

EP 44.28

TC/EP 43.50

TC/EP 43.50

TC 41.42

EP 40.92

TC 41.50

EP 41.00

TC 41.70

EP 41.20

TC 41.40

EP 40.90

TC 40.90

EP 40.40

TC 40.82

EP 40.32

TC 41.32

EP 40.82

TC 41.10

EP 40.60

TC 39.95

EP 39.45

TC 39.95

EP 39.45

TC 40.40

EP 39.90

TC 40.28

EP 39.78

SW 40.30

TC 39.95

EP 39.45

SW 39.50

(SW 31.96)

SW 34.42

SW 34.50

TOW 33.05

BOW 29.55

SW 32.98

SW 39.42

TOW 33.80

BOW 31.25

TOW 31.90

BOW 31.40

SW 37.42

SW 36.21

SW 34.99

SW 34.92

TOW 34.55

BOW 31.20

TOW 35.00

BOW 33.50

LAO 36

LO 15

NAIL IN

CONC.

IPF

IPF

OAK 68

LO 48

LAO 40

OAK 24

LAO 24

LAO 14

SGUM

10

LAO 12

LAO 18

LO 18

LAO 10

LO 38

LO 12

TR

LO 38

LLP 14

LAO 14

LAO 12

LO 10

LAO 14

LO 18

LP 14

LO 12

LP 14

LP 18

LO 36

LO 44

IPF

IPF

IRF

IRS

IRS

IRS

IRS

IRS

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

LAO 8

MAG

4

BGUM 4

BGU

M 6

BGUM 3

BGU

M 6

BGU

M 6

MAG

3

LO 27

LO 10

LO 12

PEAR 9

LO 30

DG

4

DG 6

WO

8

CHR 8

WO

8

WILL 7

LLP 12

LO 8

MAG

5

CAM 3

CAM 3

CHR 7

OAK 38

PNE 16

PNE 16

OAK 25

OAK 8

OAK 12

OAK 9

OAK 22

OAK 34

OAK 15

OAK 18

OAK 9

OAK 18

OAK 18

MAG

5

IPF

46

46

45

45

45

45

45

45

45

4

4

4

4

44

44

4

3

4

3

4

3

43

4

3

42

4

2

4

24

2

4

1

4

1

4

1

41

4

1

4

1

4

1

4

1

4

1

4

1

4

0

4

0

40

4

0

4

0

3

9

3

9

3

9

3

9

3

9

3

8

3

8

3

8

3

8

3

7

3

7

3

7

3

7

3

6

3

6

3

6

3

6

3

5

35

3

5

3

5

3

5

34

34

34

33

3

3

3

3

32

3

2

3

2

3

1

31

3

1

30

30

BLO

CK

W

ALL-2'± H

IG

H

OAK 20


(130' PUBLIC R/W)

SW 40.00

SW 40.04

SW 40.00

SW 39.50

SW 39.34

SW 39.00

SW 41.50

SW 32.00

SW 31.00

SW 31.75

SW 33.50

SW 31.83

SW 35.30

SW 37.90

SW 39.25

EP 38.95

TC 40.00

EP 39.50

SW 42.70

TC 42.50

EP 42.00

TC 40.70

EP 40.20

SW 42.58

TC 40.50

EP 40.00

SW 40.58

EP 38.95

SW 40.08EP 40.00

TC/SW 39.00

SW 39.25

SW 39.08

TC 39.00

EP 39.50

TC 40.00

EP 39.50

EP 39.25

TC 40.00

EP 39.50

TC 40.50

EP 40.00

TC 42.62

EP 42.12

TC 40.25

EP 39.75

TC 42.82

EP 42.22

SW 42.90

TC 41.82

EP 41.32

TC 42.62

EP 42.12

TC 42.20

EP 41.70

TC 41.90

EP 41.40

TC 42.80

EP 42.30

TC 41.70

EP 41.20

SW 41.90

TC 41.82

EP 41.32

TC 42.80

EP 42.30

EP 44.22

(EP 44.29)

(BC 44.81)

(EP 44.18)

(BC 44.88)

EP 44.28

TC/EP 43.50

TC/EP 43.50

TC 41.42

EP 40.92

TC 41.50

EP 41.00

TC 41.70

EP 41.20

TC 41.40

EP 40.90

TC 40.90

EP 40.40

TC 40.82

EP 40.32

TC 41.32

EP 40.82

TC 41.10

EP 40.60

TC 39.95

EP 39.45

TC 39.95

EP 39.45

TC 40.40

EP 39.90

TC 40.28

EP 39.78

SW 40.30

TC 39.95

EP 39.45

SW 39.50

(SW 31.96)

SW 34.42

SW 34.50

TOW 33.05

BOW 29.55

SW 32.98

SW 39.42

TOW 33.80

BOW 31.25

TOW 31.90

BOW 31.40

SW 37.42

SW 36.21

SW 34.99

SW 34.92

TOW 34.55

BOW 31.20

TOW 35.00

BOW 33.50

LAO 36

LO 15

NAIL IN

CONC.

IPF

IPF

OAK 68

LO 48

LAO 40

OAK 24

LAO 24

LAO 14

SGUM

10

LAO 12

LAO 18

LO 18

LAO 10

LO 38

LO 12

TR

LO 38

LLP 14

LAO 14

LAO 12

LO 10

LAO 14

LO 18

LP 14

LO 12

LP 14

LP 18

LO 36

LO 44

IPF

IPF

IRF

IRS

IRS

IRS

IRS

IRS

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

LAO 8

MAG

4

BGUM 4

BGU

M 6

BGUM 3

BGU

M 6

BGU

M 6

MAG

3

LO 27

LO 10

LO 12

PEAR 9

LO 30

DG

4

DG 6

WO

8

CHR 8

WO

8

WILL 7

LLP 12

LO 8

MAG

5

CAM 3

CAM 3

CHR 7

OAK 38

PNE 16

PNE 16

OAK 25

OAK 8

OAK 12

OAK 9

OAK 22

OAK 34

OAK 15

OAK 18

OAK 9

OAK 18

OAK 18

MAG

5

IPF

46

46

45

45

45

45

45

45

45

4

4

4

4

44

44

4

3

4

3

4

3

43

4

3

42

4

2

4

24

2

4

1

4

1

4

1

41

4

1

4

1

4

1

4

1

4

1

4

1

4

0

4

0

40

4

0

4

0

3

9

3

9

3

9

3

9

3

9

3

8

3

8

3

8

3

8

3

7

3

7

3

7

3

7

3

6

3

6

3

6

3

6

3

5

35

3

5

3

5

3

5

34

34

34

33

3

3

3

3

32

3

2

3

2

3

1

31

3

1

30

30

BLO

CK

W

ALL-2'± H

IG

H

OAK 20


(130' PUBLIC R/W)

SW 40.00

SW 40.04

SW 40.00

SW 39.50

SW 39.34

SW 39.00

SW 41.50

SW 32.00

SW 31.00

SW 31.75

SW 33.50

SW 31.83

SW 35.30

SW 37.90

SW 39.25

EP 38.95

TC 40.00

EP 39.50

SW 42.70

TC 42.50

EP 42.00

TC 40.70

EP 40.20

SW 42.58

TC 40.50

EP 40.00

SW 40.58

EP 38.95

SW 40.08EP 40.00

TC/SW 39.00

SW 39.25

SW 39.08

TC 39.00

EP 39.50

TC 40.00

EP 39.50

EP 39.25

TC 40.00

EP 39.50

TC 40.50

EP 40.00

TC 42.62

EP 42.12

TC 40.25

EP 39.75

TC 42.82

EP 42.22

SW 42.90

TC 41.82

EP 41.32

TC 42.62

EP 42.12

TC 42.20

EP 41.70

TC 41.90

EP 41.40

TC 42.80

EP 42.30

TC 41.70

EP 41.20

SW 41.90

TC 41.82

EP 41.32

TC 42.80

EP 42.30

EP 44.22

(EP 44.29)

(BC 44.81)

(EP 44.18)

(BC 44.88)

EP 44.28

TC/EP 43.50

TC/EP 43.50

TC 41.42

EP 40.92

TC 41.50

EP 41.00

TC 41.70

EP 41.20

TC 41.40

EP 40.90

TC 40.90

EP 40.40

TC 40.82

EP 40.32

TC 41.32

EP 40.82

TC 41.10

EP 40.60

TC 39.95

EP 39.45

TC 39.95

EP 39.45

TC 40.40

EP 39.90

TC 40.28

EP 39.78

SW 40.30

TC 39.95

EP 39.45

SW 39.50

(SW 31.96)

SW 34.42

SW 34.50

TOW 33.05

BOW 29.55

SW 32.98

SW 39.42

TOW 33.80

BOW 31.25

TOW 31.90

BOW 31.40

SW 37.42

SW 36.21

SW 34.99

SW 34.92

TOW 34.55

BOW 31.20

TOW 35.00

BOW 33.50

LAO 36

LO 15

NAIL IN

CONC.

IPF

IPF

OAK 68

LO 48

LAO 40

OAK 24

LAO 24

LAO 14

SGUM

10

LAO 12

LAO 18

LO 18

LAO 10

LO 38

LO 12

TR

LO 38

LLP 14

LAO 14

LAO 12

LO 10

LAO 14

LO 18

LP 14

LO 12

LP 14

LP 18

LO 36

LO 44

IPF

IPF

IRF

IRS

IRS

IRS

IRS

IRS

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

LAO 8

MAG

4

BGUM 4

BGU

M 6

BGUM 3

BGU

M 6

BGU

M 6

MAG

3

LO 27

LO 10

LO 12

PEAR 9

LO 30

DG

4

DG 6

WO

8

CHR 8

WO

8

WILL 7

LLP 12

LO 8

MAG

5

CAM 3

CAM 3

CHR 7

OAK 38

PNE 16

PNE 16

OAK 25

OAK 8

OAK 12

OAK 9

OAK 22

OAK 34

OAK 15

OAK 18

OAK 9

OAK 18

OAK 18

MAG

5

IPF

46

46

45

45

45

45

45

45

45

4

4

4

4

44

44

4

3

4

3

4

3

43

4

3

42

4

2

4

24

2

4

1

4

1

4

1

41

4

1

4

1

4

1

4

1

4

1

4

1

4

0

4

0

40

4

0

4

0

3

9

3

9

3

9

3

9

3

9

3

8

3

8

3

8

3

8

3

7

3

7

3

7

3

7

3

6

3

6

3

6

3

6

3

5

35

3

5

3

5

3

5

34

34

34

33

3

3

3

3

32

3

2

3

2

3

1

31

3

1

30

30

BLO

CK

W

ALL-2'± H

IG

H

OAK 20


(130' PUBLIC R/W)

SW 40.00

SW 40.04

SW 40.00

SW 39.50

SW 39.34

SW 39.00

SW 41.50

SW 32.00

SW 31.00

SW 31.75

SW 33.50

SW 31.83

SW 35.30

SW 37.90

SW 39.25

EP 38.95

TC 40.00

EP 39.50

SW 42.70

TC 42.50

EP 42.00

TC 40.70

EP 40.20

SW 42.58

TC 40.50

EP 40.00

SW 40.58

EP 38.95

SW 40.08EP 40.00

TC/SW 39.00

SW 39.25

SW 39.08

TC 39.00

EP 39.50

TC 40.00

EP 39.50

EP 39.25

TC 40.00

EP 39.50

TC 40.50

EP 40.00

TC 42.62

EP 42.12

TC 40.25

EP 39.75

TC 42.82

EP 42.22

SW 42.90

TC 41.82

EP 41.32

TC 42.62

EP 42.12

TC 42.20

EP 41.70

TC 41.90

EP 41.40

TC 42.80

EP 42.30

TC 41.70

EP 41.20

SW 41.90

TC 41.82

EP 41.32

TC 42.80

EP 42.30

EP 44.22

(EP 44.29)

(BC 44.81)

(EP 44.18)

(BC 44.88)

EP 44.28

TC/EP 43.50

TC/EP 43.50

TC 41.42

EP 40.92

TC 41.50

EP 41.00

TC 41.70

EP 41.20

TC 41.40

EP 40.90

TC 40.90

EP 40.40

TC 40.82

EP 40.32

TC 41.32

EP 40.82

TC 41.10

EP 40.60

TC 39.95

EP 39.45

TC 39.95

EP 39.45

TC 40.40

EP 39.90

TC 40.28

EP 39.78

SW 40.30

TC 39.95

EP 39.45

SW 39.50

(SW 31.96)

SW 34.42

SW 34.50

TOW 33.05

BOW 29.55

SW 32.98

SW 39.42

TOW 33.80

BOW 31.25

TOW 31.90

BOW 31.40

SW 37.42

SW 36.21

SW 34.99

SW 34.92

TOW 34.55

BOW 31.20

TOW 35.00

BOW 33.50

4

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1" = 20'

VICINITY MAP

(NOT TO SCALE)

SITE

SHIPYARD BLVD

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SITE INFORMATION

PROJECT ADDRESS: 2525 WONDER WAY,703 & 705 SHIPYARD BLVD


OWNER INFORMATION:

CORPORATION FOR INQUIRY, LLC 2525 WONDER WAY


703 SHIPYARD BLVD ALATORRE FAMILY

703 SHIPYARD BLVD


705 SHIPYARD BLVD RITA COVIL

705 SHIPYARD BLVD










EXISTING USE: RESIDENTIAL


TOTAL SITE AREA: ± 1.1 ACRES (47,954 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


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







Name Date

Planning

Traffic

Fire

Date:____________ Permit #___________________

Signed: ____________________________________




E

X

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IN

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IN

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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

7

2

1

1

2

BELGARD AQUALINE PERMEABLE PAVER (3-1/8")*

1A

3

3

2" BEDDING COURSE - ASTM #8 AGGREGATE

4" BEDDING COURSE- ASTM #57 AGGREGATE

4"

4

5MIRFAI 160N NONWOVEN GEOTEXTILE

6SUBGRADE COMPACTERD PER GEOTECH REPORT

6

46" SUBBASE COURSE- ASTM #2 OR #3 AGGREGATE

XXXXXXXXX

5

*OWNER SHALL DETERMINE COLOR

718" CURB AND GUTTER (SEE DETAILS)

1AJOINT MATERIAL NO. 8, 89, OR 9 STONE

7

2

1

1

2

BELGARD AQUALINE PERMEABLE PAVER (3-1/8")*

1A

3

3

2" BEDDING COURSE - ASTM #8 AGGREGATE

6" BEDDING COURSE- ASTM #57 AGGREGATE

5MIRFAI 140N NONWOVEN GEOTEXTILE

6SUBGRADE COMPACTERD PER GEOTECH REPORT

6

XXXXXXXXX

5

*OWNER SHALL DETERMINE COLOR

718" CURB AND GUTTER (SEE DETAILS)

1AJOINT MATERIAL NO. 8, 89, OR 9 STONE

PARKING SPACE PAVER SECTION (LIGHT)

NOT TO SCALE

DRIVE AISLE PAVER SECTION (HEAVY DUTY)

NOT TO SCALE

1.) THE CONTRACTOR WILL EMPLOY A LAND SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA TO PROVIDE ACCURATE

REPRODUCIBLE AS-BUILT DRAWINGS OF THE WET DETENTION BASIN, COLLECTION SYSTEM, AND IMPERVIOUS AREA ON THE

SITE TO THE ENGINEER & OWNER UPON COMPLETION OF CONSTRUCTION. UPON CERTIFICATION BY THE ENGINEER AND

VERIFICATION FROM THE OWNER ANY DISCREPANCIES WILL BE INDICATED, THEN THESE PLANS SHALL BE RETURNED TO THE

CONTRACTOR FOR CORRECTION PRIOR TO FINAL PAYMENT AND FINAL INSPECTION.

AS-BUILT STORMWATER RULE [15A NCAC 02H.1044]:

1.) THE STORMWATER SYSTEM AND ANY DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE PROPERTY

OWNER OR POA, INCLUDING PERMEABLE PAVEMENTS, PIPES, INFILTRATION TRENCHES, ETC. AS PERMITTED WITH THE

STATE AND/OR CITY OF WILMINGTON.

2.) ALL ROOF LEADERS MUST DRAIN TO THE DESIGNED PERMEABLE PAVEMENT AREAS THROUGH SURFACE RUNOFF OR

PIPED UNDERNEATH THE PAVEMENT INTO THE #57 STONE BASED.

3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.

4.) NO PROPOSED ROOF DRAIN PLANS HAVE BEEN PROVIDED, SO IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

VERIFY LOCATIONS AND CONSTRUCTIBILITY PRIOR TO STARTING WORK. ROOF DRAINAGE MUST DRAIN INTO

PERMEABLE PAVEMENT AS NOTED ABOVE.

5.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO

MATCH PROPOSED GRADES.

6.) THE CONTRACTOR SHALL USE STORM PIPE PER THE SPECIFICATIONS (TYPICALLY CONCRETE OR HP PIPE). EITHER

WAY THE CONTRACTOR SHALL FOLLOW THE TRENCH DETAILS AND SPECIFICATIONS, AND THE PIPE MANUFACTURER

SPECIFICATIONS.

GENERAL DRAINGE & STORMWATER NOTES:

CB = CATCH BASIN

DCB = DOUBLE CATCH BASIN

DI = DROP INLET

DDI = DOUBLE DROP INLET

YI = YARD INLET

MH = STORM MANHOLE

BC/TC = TOP OF CURB ELEVATION

GC = GUTTER CURB (FLOW LINE) ELEVATION

CC = CURB CUT (FLUME) ELEVATION

PG = PROPOSED GRADE (GROUND)

GVL = PROPOSED GRAVEL GRADES

PV = PROPOSED PAVEMENT

EP = EDGE OF PAVEMENT

EC = EDGE OF CONCRETE

TOW = TOP OF WALL ELEVATION

BOW= BOTTOM OF WALL ELEVATION

(EG) = EXISTING GRADE

(XX) = EXISTING ELEVATIONS, TYP.

SPOT GRADE LEGEND:

RETAINING WALL

LOW-PROFILE

WITH GUARD-RAIL

CONTRACTOR SHALL

SUBMIT SHOP DRAWING

TO ENGINEER

FRO APPROVAL

FUTURE

MULTI-USE PATH

FENCE, TYP.

(SEE LANDSCAPE

DETAILS)

SIDEWALK, TYP.

(SEE DETAILS)

18" CURB AND

GUTTER, TYP.

(SEE DETAILS)

SIDEWALK, TYP.

(SEE DETAILS)

PERVIOUS PAVERS

DRIVE AISLE SECTION

(SEE DETAILS)

PERVIOUS PAVERS

PARKING SECTION

(SEE DETAILS)

PROPOSED CITY

DRIVEWAY APRON

(SEE DETAILS)

SIDEWALK

FLUSH WITH

ACCESSIBLE

PARKING SPACES

ENSURE EASY ACCESS

WASHED #57

6" PERFORATED SCH 40

PVC OBSERVATION

WELL. SEE PLAN FOR

LOCATION. (MIN. 24"

DEEP INTO EXISTING

SOIL)

TRAFFIC RATED VALVE

BOX COVER

3"

X X X X

GRID PAVER

24"

OBSERVATION PORT DETAILNOT TO SCALE

(3) OBSERVATION

PORT DETAILS, TYP.

(SEE DETAILS)

6" PVC CAP

FOR SCHOOL TEACHERS

EXISTING

DRIVEWAYS

TO BE CLOSED

WITH MATCHING

EXISTING CRUBS

EXISTING DRIVEWAYS

TO BE CLOSED WITH

MATCHING EXISTING CURBS

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Name Date

Planning

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Fire

Date:____________ Permit #___________________

Signed: ____________________________________




1. SYMBOL TO BE PAINTED

(HIGHWAY GRADE) YELLOW PER

ACCESSIBILITY STANDARDS.

1

0

"

5

"

20"

5"

5"

5"

20

"

5

"

6

"

1

8

"

12"

12

'-0

" T

O

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EW

AL

K

HANDICAPPED PARKING SYMBOLNOT TO SCALE

2'

VARIABLE

BASE DIAMETER TO

BE 0.90"R - 1.40"R

TOP DIAMETER TO BE NO

LESS THAN 50% TO NO

MORE THAN 60% OF THE

BASE DIAMETER

0.90" TO 1.40"

0.65" MIN

0.20"

1.6" TO 2.4"

DETECTABLE WARNING MATNOT TO SCALE

WHEELCHAIR RAMP - TYPE 1NOT TO SCALE

R

A

M

P

(

8

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3

3

%

M

A

X

S

L

O

P

E

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LANDING

(2.00% MAX SLOPE)

LANDING

(2.00% MAX SLOPE)

DETECTABLE

WARNING SURFACE

PER ADA/ANSI 705

5

'

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5

'

M

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V

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A

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17'

6'5'

CURB

SIDEWALK

SECTION A-A

PAVEMENT

5'

12:1 MAX.

5'X5' LANDING

DETECTABLE

WARNING MAT

(SEE DETAIL)

10:1 MAX

NOT TO SCALE

4"

1

'

-

0

'

'

6"

1

'

-

0

'

'

6

'

-

0

'

'

FORMED HOLE FOR #4

REINFORCING BAR 2' MIN.

LENGTH (TYP. EA. PARKING

CHOCK) DRIVE REBAR FLUSH

WITH TOP OF CHOCK.

STANDARD PRECAST

CONCRETE PARKING CHOCK

CONCRETE WHEEL STOPNOT TO SCALE

TYPE 2 - WHEELCHAIR RAMP (DROP CURB)NOT TO SCALE

1'-0

"

1'-6"

0'-5"

1"

1'-0"

1"R

1

2

"R

1

1

4

"R

0'-6

"

0'-5

.5

0"

0'-6

.0

"

NOT TO SCALE

18" CURB AND GUTTER (STD. & SPILL)

AutoCAD SHX Text

0.75" ADDITIONAL STONE FOR STD. CURB

AutoCAD SHX Text

SPILL CURB

AutoCAD SHX Text

STANDARD (STD.) CURB

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

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

LAO 8

MAG

4

BGU

M 4

BGU

M 6

BGUM 3

BGU

M 6

BGUM 6

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

MA

G 5

CAM 3

CAM 3

CHR 7

OAK 38

PNE 16

PNE 20

OAK 8

OAK 14

PNE 16

OAK 25

PNE 19

OAK 8

OAK 12

OAK 9

OAK 22

OAK 32

OAK 16

OAK 14

OAK 14

OAK 34

OAK 12

OAK 15

OAK 18

OAK 9

OAK 18

OAK 18

MAG

5

BLO

CK

W

ALL-2'± H

IG

H

OAK 20

X

XX

X

XX

X

X

XX

X

X

X

XX

X

X

X

XX

X

X

X


(130' PUBLIC R/W)

14

13

8

16

6

10

17

L

O

D

LO

D

LO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

L

O

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

4,287 SF

EXISTING

SHADE

1,669 SF

EXISTING

SHADE

PR

OP

OS

ED

10' B

UF

FE

R/ F

EN

CE

277 SF

EXISTING

SHADE

1,835 SF

EXISTING

SHADE

2,157 SF

EXISTING

SHADE

424 SF

EXISTING

SHADE

759 SF

EXISTING

SHADE

24'

492 SF

EXISTING

SHADE

399 SF

377 SF

337 SF

592 SF

337 SF

303 SF

370 SF

963 SF

125 SF

STREETYARD

275 SF

STREETYARD

3,077 SF

STREETYARD

91 SF

(15%)

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1" =

20'

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C

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SCALE:

20' 40' 60'

1" = 20'

VICINITY MAP

(NOT TO SCALE)

SITE

SHIPYARD BLVD

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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: ____________________________________




10' WOOD FENCE

EXISTING TREE TO BE

REMOVED, TYP.

E

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SITE MAP

(1" = 200')

SHIPYARD BLVD

W

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CAPE FEAR CENTER FOR INQUIRY

SITE

EXISTING TREE TO REMAIN, TYP.

CANOPY TREES CODE QTY BOTANICAL / COMMON NAME SIZE

LO 17 Quercus virginiana

Southern Live Oak

2.5" cal

SMALL EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE

LG8 8 Magnolia g. `Little Gem`

Dwarf Southern Magnolia

8` H

SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER

DYH 137 Ilex vomitoria `Nana`

Dwarf Yaupon

3` H min.

LIG 213 Ligustrum j. `East Bay`

East Bay Ligustrum

3` H min.

PLANT SCHEDULE

REQUIRED STREETYARD

2,928 /600 4.88 OR 5 CANOPY TREES REQ.

4.88 X 6 = 29.28 OR 30 SHRUBS REQ.

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

SHRUBS PLANTED WITH DOUBLE ROW AT A

MINIMUM HEIGHT OF 36"


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

ADJACENT DRIVEWAY

SEE EXISTING CONDITIONS

PLAN FOR ALL ADJACENT

DRIVEWAY LOCATIONS

10' WIDE DOUBLE ROW LIGUSTRUM

STREETYARD PLANTING TO ALSO

SATISFY PARKING LOT LOW BUFFER

REQUIREMENT

APPROXIMATE LOCATION

OF 10' MULTI-USE TRAIL

PER CITY OF WILMINGTON


SITE INFORMATION

PROJECT ADDRESS: 2525 WONDER WAY; 621, 703 & 705 SHIPYARD BLVD


OWNER INFORMATION: CORPORATION FOR INQUIRY, LLC

2525 WONDER WAY




TAX PARCEL IDENTIFICATION #: R 06018-004-032-000 (621 SHIPYARD BLVD)








EXISTING USE: SCHOOL (2525 WONDER WAY)

RESIDENTIAL (621, 703 & 705 SHIPYARD BLVD)

PROPOSED ZONING: O&I-1(CD) (RECOMBINED PARCEL)


TOTAL PROPOSED SITE AREA: ± 6.665 AC

± 5.076 AC (2525 WONDER WAY)

± 0.509 ACRES (621 SHIPYARD)



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


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

BUFFFER / SCREENING INFORMATION:

EAST SIDE BUFFER: A 10' DEEP BUFFER IS PROVIDED, PLANTED WITH A DOUBLE ROW OF

EVERGREEN SHRUBS PLANTED AT A MINIMUM HEIGHT OF 36".

ACCESS FROM THE RESIDENTIAL PROPERTY TO THE EAST IS

PREVENTED WITH THE REQUIRED 10' BUFFER FENCE.

WEST SIDE PERIMETER: PER 18-482, 174' REQUIRES 7 TREES. 8 ARE PROVIDED.

SCREENING: ALL ITEMS REQUIRING SCREENING AS DEFINED BY THE CITY OF

WILMINGTON LDC TO BE SCREENED IN ACCORDANCE WITH SECTION

18-504.

STREETYARD CALCULATIONS:REQUIRED PROVIDED

REQUIRED SF = 18 x (300-24) 4,968 SF

MULTI-USE PATH IN STREETYARD 2,040 SF

MODIFIED REQUIRED SF 2,928 SF 3,477 SF

2,928 / 600 = 4.88 OR 5

1 TREE / 600 SF = 5 TREES 7 TREES

6 SHRUBS / 600 SF = 30 SHRUBS 123 SHRUBS

IMPERVIOUS SURFACE 15% MAX 1.6% (48 SF)

IMPERVIOUS SURFACE PLANTING CALCULATIONS:

8,350 SF IMPERVIOUS SURFACE REQUIRED PROVIDED

40% INTERIOR SHADING REQUIRED

8,350 X 20% 1,670 SF

EXISTING TREES 11,625 SF

CANOPY TREES

3 X 707 = 2,121 SF 2,121 SF

TOTAL INTERIOR SHADING PROVIDED 13,746 SF (164%)

OVERALL SITE TREE PLANTING REQUIREMENTS

REQUIRED PROVIDED

6.65 AC X (15) 2.5" TREES / AC = 133 100

REQUIRED MITIGATION TREES 91

191 TOTAL

TREE PLANTING (BUFFER, STREETYARD, PARKING LOT) 17

RETAINED TREE CREDIT 184

191 TOTAL

STREETYARD NOTES:

1. ALL SHRUBS TO BE A MINIMUM OF 12" HEIGHT AT TIME OF PLANTING.

BUFFERYARD NOTES:

1. ALL SHRUBS TO BE A MINIMUM OF 36" HEIGHT AT TIME OF PLANTING.

2. ALL PLANTING WILL PROVIDE ONE HUNDRED (100) PERCENT OPACITY FROM GROUND TO A HEIGHT OF 6' WITHIN

THREE YEARS OF PLANTING.


MEMO SUBMITTED TO REQUEST BUFFER

REDUCTION FROM SEC. 18-499


2525 WONDER WAY

PARID: R06018-004-022-003

ZONING: O&I-1-OFFICE & INSTITUTION (GENERAL)


DB 6121 PG 2897

GARRETT RUBY ETAL

713 SHIPYARD BLV

PARID: R06018-004-035-000



DB 6153 PG 1758


609 SHIPYARD BLV

PARID: R06018-004-029-000



DB 5462 PG 1177

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