$f - wilmingtonprotrak.wilmingtonnc.gov/ptdocuments/uploads/comments/...luc: 10-1 fam res wolfe...

N/FTOWLES WILLIAM B

565 MILITARY CUTOFF RDPARCEL ID: R05100-002-008-000

BOOK 785 PG 74ZONING: MHP

LUC: 14-Mobile Home Park

N/FREGENCY COURT LLC

LANDFILL SUBDIVISION II709 OLD MCCUMBER STATION RD

PARCEL ID: R05100-002-129-000MB 44 PG 190ZONING: R-15

LUC: 958-Unused Land

N/FTOWLES WILLIAM B




CAMA CLASS:CONSERVATION

AREA

CAM

A LINE

CAMA LINE

25' CONSERVATIONRESOURCE "SWAMPFOREST" SETBACKLINE

N/FGKMJ PROPERTIES, LLC

519 OLD MACCUMBER STATION RDPARCEL ID: R05100-002-005-000

BOOK 5167 PG 1086-1090ZONING: R-15

LUC: 10-1 Fam Res FFE 26.90FFE 26.90

CAMA CLASS:WATERSHEDRESOURCE

PROTECTION

15.025 Ac.±

FATZINGER MICHAEL PATRICIA L B7031 CAYMAN CT

PARCEL ID: R05100-003-018-000LT 12 SEC 1 LUCIA POINT

MB 36 PG 240ZONING: R-15

LUC: 10-1 Fam Res

HIGHSMITH & HILL LLC7029 CAYMAN CT



LUC: 10-1 Fam Res

BRISSETTE PAMELA K7027 CAYMAN CT



LUC: 10-1 Fam Res

KUSKE JOHN A7023 CAYMAN CT



LUC: 10-1 Fam Res

PETERKEN NEIL G JENNIFER K7019 CAYMAN CT



LUC: 10-1 Fam Res

MILLER MEAGAN B7015 CAYMAN CT



LUC: 10-1 Fam Res

GOODWIN HARRY HOBBS JR7011 CAYMAN CT



LUC: 10-1 Fam Res

TIDD RONALD LEE JR7009 CAYMAN CT



LUC: 10-1 Fam Res

BURKE THOMAS J JR7007 CAYMAN CT



LUC: 10-1 Fam Res

WOLFE JUSTIN B MELISSA R7005 CAYMAN CT



LUC: 10-1 Fam Res

OLD GUN RANGE TRACT, LLC851 MILITARY CUTOFF RDTR G SEC 2 WESTFALL PK

ZONING: R-15LUC: 958-Unused Land

WINEMAN JOANN H ETAL7033 CAYMAN CT



LUC: 10-1 Fam Res

STEELE JENNIE L7003 CAYMAN CT

PARCEL ID: R05100-003-008-000PT LT 2 SEC 1 LUCIA POINT



WETLANDSLIMITS

LIMITSWETLANDS

HACKNEY DENTAL OFFICE516 OLD MACCUMBER STATION ROAD

PARCEL ID: R05100-004-001-000 (0.28 AC.)PARCEL ID: R05100-003-060-000 (0.46 AC.)

MB 36 PG 240ZONING: O&I-1 (CD)

LUC: DENTAL OFFICE

135' TAPER(NORMAL CROWN SECTION)

125' TRANSITION(SUPERELEVATED)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00

WETLANDSAREA: 3.43 ACS.

AREA: 3.43 ACS.WETLANDS

25' CONSERVATIONRESOURCE "SWAMPFOREST" SETBACK LINE

FFE 26.90

BEGIN 12" HEADER CURB

10' UTILITY EASEMENT 10' UTILITY EASEMENT

A

AA

AA

VICINITY MAP

INDEX OF SHEETS

SITE DEVELOPMENT PLAN

HAWTHORNE AT THE STATION

PREPARED BY:

DEVELOPER/OWNER

WILMINGTON, NORTH CAROLINAJANUARY 2016

LEGEND

PROJECT NAME: ELLINGTON FARMSGSP CONSULTING PROJECT #: 2014-0001

FOR

SITE DATA TABLE

For each open utility cut ofCity streets, a $325 permitshall be required from the

City prior to occupancyand/or project acceptance.

Approved Construction PlanName Date

Planning

Traffic

Fire

Date:____________ Permit #___________________

Signed: ____________________________________

APPROVED STORMWATER MANAGEMENT PLAN

Public Services Engineering Division

No.

License #

Revision Designer

Drawn By

Date By Scale

Date

Job No.

PREPARED FOR:Sheet No.

HAWTHORNE AT THE STATION HAWTHORNE MIDWAY WILMINGTON, LLC806 GREEN VALLEY ROAD, SUITE 301

GREENSBORO, NC 27408Wilmington New Hanover County North Carolina

GENERAL NOTES C-1

1-800-632-4949CONTACT "CAROLINA ONE CALL" AT

POLICE - FIRE - RESCUEEMERGENCY DIAL 911

NOTICE REQUIRED




Planning

Traffic

Fire

Date:___________ Permit #___________________

Signed: ____________________________________



20

226

910

21

30

272121

24

N/FTOWLES WILLIAM B








N/FTOWLES WILLIAM B




20

11

14

272730


AREA

CAM

A LINE

CAMA LINE


7



BOOK 5167 PG 1086-1090ZONING: R-15



PROTECTION

6

15.025 Ac.±




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res






LUC: 10-1 Fam Res





WETLANDSLIMITS

LIMITSWETLANDS

HACKNEY DENTAL OFFICE516 OLD MACCUMBER STATION ROAD

PARCEL ID: R05100-004-001-000 (0.28 AC.)PARCEL ID: R05100-003-060-000 (0.46 AC.)

MB 36 PG 240ZONING: O&I-1 (CD)

LUC: DENTAL OFFICE






FFE 26.90



A

AA

AA

No.

License #

Revision Designer

Drawn By

Date By Scale

Date

Job No.




GRAPHIC SCALE

1 inch = 50 ft.

50 0 25 50 100

C-2

20

226

910

21

30

272121

24

N/FTOWLES WILLIAM B








N/FTOWLES WILLIAM B




20

11

14

272730


AREA

CAM

A LINE

CAMA LINE


7



BOOK 5167 PG 1086-1090ZONING: R-15



PROTECTION

6

15.025 Ac.±




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res






LUC: 10-1 Fam Res





WETLANDSLIMITS

LIMITSWETLANDS






FFE 26.90



A

AA

AA

I I I I

I I

No.

License #

Revision Designer

Drawn By

Date By Scale

Date

Job No.




GRAPHIC SCALE

1 inch = 50 ft.

50 0 25 50 100

C-2.1

20

226

910

21

30

272121

24

N/FTOWLES WILLIAM B








N/FTOWLES WILLIAM B




20

11

14

272730


AREA

CAM

A LINE

CAMA LINE


7



BOOK 5167 PG 1086-1090ZONING: R-15



PROTECTION

6

15.025 Ac.±




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res




LUC: 10-1 Fam Res






LUC: 10-1 Fam Res





WETLANDSLIMITS

LIMITSWETLANDS



1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00




FFE 26.90



A

AA

AA

No.

License #

Revision Designer

Drawn By

Date By Scale

Date

Job No.




C-3

GRAPHIC SCALE

1 inch = 50 ft.

50 0 25 50 100

No.

License #

Revision Designer

Drawn By

Date By Scale

Date

Job No.




C-4




Planning

Traffic

Fire

GENERAL NOTES

I. LOCATION OF WHEELCHAIR RAMPS:

II. CONSTRUCTION NOTES:

III. ADDITIONAL NOTES:

PEDESTRIAN CROSSWALK LINE.

TRAFFIC.

SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.

INLETS, ETC. MAY AFFECT PLACEMENT.

1. NO SLOPE SHALL EXCEED 1"=1" (12:1) ON THE RAMP OR SIDEWALK.

3. USE CLASS "A" CONCRETE WITH THE SURFACE HAVING A ROUGH, NON-SKID TYPE FINISH.

5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.

COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENTS.

PRINTING OFFICE, WASHINGTON, D.C. 20402.

1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED FOR

MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1,

1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTERS AND

2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP

2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40" (3'-4"). WIDTHS MAY EXCEED 40" IF NECESSARY.

4. 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.

5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAR STREET.

1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII WHERE MARKED (SEE NOTE 6).

2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE

3. THE WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN

4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN

6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,

PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT

Date:___________ Permit #___________________

Signed: ____________________________________



STANDARD CURB SECTION TYPE "A"SD 7-01

NOT TO SCALE

1'-0

"

2'-0"

0'-4.5"1"1"1"1'-4.5"

1"R

12"R

114"R

0'-6

"

.75"

0'-6

"

0'-6

.75"

WHERE CENTER MEDIAN CURB IS REQUIREDGUTTER SHALL SLOPE AWAY AS SHOWN

JSR

RDG, P.E.

NOT TO SCALE

CHECKED BY

SCALE

DRAWN BY

DATE: JAN, 2015

STANDARD DETAIL

SD 15-09

CITY OF WILMINGTON ENGINEERINGPO BOX 1810WILMINGTON, NC 28402(910) 341-7807

SHEET 2 of 2

TREE PROTECTIONDURING

CONSTRUCTION

JSR

RDG, P.E.

NOT TO SCALE

CHECKED BY

SCALE

DRAWN BY

DATE: JAN, 2015

STANDARD DETAIL

SD 15-09

CITY OF WILMINGTON ENGINEERINGPO BOX 1810WILMINGTON, NC 28402(910) 341-7807

SHEET 1 of 2

TREE PROTECTIONDURING

CONSTRUCTION

ORANGE SAFETY FENCEOR ORANGE SILT FENCE(TYPICAL)

CRZ

3' MIN

DBH

8' MAXSTANDARD SIDEWALK DETAIL

SD 8-15

GRADE

6' MAX.

WIRE FENCE

STEEL POSTWOVEN WIRE FABRIC

WARNING SIGN

VARIABLE AS DIRECTED BY THE ENGINEER

50' MIN.6" DIVERSION TO DIRECT RUNOFF FROM R/W

REQUIREDAS

25' MIN.

6" MIN.

50' MIN.

2" - 3"COARSE AGGREGATEOR NCDOT #4 STONE

No.

License #

Revision Designer

Drawn By

Date By Scale

Date

Job No.




C-5




Planning

Traffic

Fire

Date:___________ Permit #___________________

Signed: ____________________________________



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