Brittany Woods- Sec 4If
PLANNING DEPARTMENT
DEXTER L. HAYES NEW HANOVER COUNTY
PLANNING DIRECTOR
320 CHESTNUT STREET
WILMINGTON, NORTH CAROLINA 28401
May 12, 1988
Mr. Bill Grathwol
Coastal Carolina Developers
2905 W. Market St.
Wilmington, NC 28403
Re: Shenandoah and Brittany.Woods, Section 4: Preliminary
Dear Mr. Grathwol:
Preliminary plans for the referenced subdivisions have been
reviewed and approved by the Planning Department pursuant to
applicable local codes. and ordinances. All other applicable
Federal and State laws shall also be observed.
Shenandoah is approved for
4 is approved for 20 units. The
be at least 20 feet and not
peripheral boundary.
30 units; Brittany Woods Section
setback between structures shall
less than 20 feet along the
Prior to recording a final plat for either of the plats, all
infrastructure must be completed or a surety (cash, bond, letter
of.credit) equivalent to the cost of required infrastructure must'
be posted.
If you have any questions, please let me know.
Sincerely,
r
Walter Avery, Jr.
Staff Planner
WA/ps
cc: Jim Craig, County Engineering
Hugh Heine, Corps of Engineers
Bill Benton, NCDOT
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ENGINEERING & FACILITIES
C. ED HILTON, JR., P.E.
Director
WYATT E. BLANCHARD, P.E.
County Engineer
April 29, 1988
MEMORANDUM
NEW HANOVER COUNTY
ENGINEERING AND FACILITIES DEPARTMENT
414 CHESTNUT STREET
WILMINGTON, NORTH CAROLINA 28401
TELEPHONE (919) 341-7139
TO: Sam Burgess/Pete Avery
Planning Department
FROM: Jim Crai (�•
Engineerin Department
RE: Subdivision Reviews
S.D. 353 Tibbys Branch (Final) Surety estimate 6f $4,400.00
will be sufficient to complete improvements monuments/castings
and finish grading work.
S.D. 403 Landfall Center (Section III) Commercial: 30'
easements are needed. Curve radi do not meet minimum D.O.T.
specifications. Grading plan needs to be revised to cover
changes. Sewer plans are needed!
S.D. 404 Oak Village At Airlie (Preliminary): Road
cross-section does not meet minimum D.O.T. standards. Because
the road does not crown. County does have active sewer in this
area. (-CAC Appkoged)
S.D. 405 Shenandoah Woods Section 1 (Preliminary) - 3:1 slopes
will be required. Drainage need a little work. On road detail
(b) note a 24' pavement G-G may be used for short local roads.
15' easements will only be allow where pipe is used. Pavement
Zbe type I2. Outlet velocities will be needed.
325 Brittany Woods (Preliminary) Section 4 - Same as
above.
S.D. 11 Cavalier Woods Section 2 (Final) - Improvements are not
in place, we need surety. Estimate for $63,600.00 is
sufficient.
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- W. COLUMBIA - GREENVILLE - SPARTANBURG, S.C.
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
124 Division Drive
Wilmington, N. C. 28401
JAMES G. MARTIN April 27, 1.988 DIVISION OF HIGHWAYS
GOVERNOR
JAMES E. HARRINGTON GEORGE E. WELLS, P.E.
SECRETARY STATE HIGHWAY ADMINISTRATOR
MEMO TO: Pete Avery
FROM: Bill Benton ,/S
SUBJECT: Brittany Woods Subdivision (Section 4)
I have reviewed the subject subdivision and found that it is complete
and correct.
If I can assist you further in this matter please call me at 762-3854.
XC: J . P. Cook
An Equal Opportunity/Affirmative Action Employer
CASH RECEIPT PAGE DP
AGENCY ISI1 R�C EI,PT�; M M D D V Y M M Y Y YY
TRANSACTION (`V+7j 4 TRANSACTION ACCOUNTING BUDGET
CODE CR DATE PERIOD FY
ACTION COMMENTS
BANK ACCOUNT OFFSET CASH ACCOUNT
ORIGINAL ENTRY (E) ❑ ADJUSTMENT (M) I I _
% V L
DESCRIPTION: ' F-u�
DESCRIPTION: 1111 111 111111
DESCRIPTION:
DESCRIPTION:
DESCRIPTION:
DESCRIPTION:
RECEIVED FROM
FOR:
TOTAL AMOUNT 1 $ 0 d • C
ISO -
PREPARED BY NAME
TITLE
DATE
RECEIVED BY NAME
TITLE
DATE
ENTERED BY NAME
TITLE
DATE
NEW HANOVER COUNTY ❑ CASH ❑ CHECK, # 19648
CASH RECEIPT NUMBER
SUBDIVISION - PRELIMINARY PLAT CHECKLIST
SUBDIVISION NAME fit; i ` f�4�tf1 r SURVEYOR/ENGINEER
TAX MAP, BLOCK & PARCEL LOCATION
OWNER/DEVELOPER,; J ;%a� k �. ; -,i`(' `„=_; , ;w"� `rt�' r ? f.' ADDRESS
,.
PHONE DATE SUBMITTED
GENERAL REQUIREMENTS
Ten copies of proposed plan
Preliminary plat fee: $50.00'1'!
h /Scale not less than 1" = 200
f�title information (name, name & address of owner & surveyor, date, north point)
,-Vicinity map
t !%- Adjacent property owners, subdivisions, streets with their location
:v�J'yCounty/municipal boundaries in area (if applicable)
F'
i/ Existing zoning classification
''Boundaries properly drawn with bearings and distances
Location of all existing structures (buildings, railroads, etc.)
�1,.�=�"Topographic relief at 2 foot intervals indicating data source
Location of marshes, water courses, ditches, drainage channels, subsurface drainage
..structures and proposed method disposing drainage run-off
�-�! Location and size of all drainage easements (ditched or piped) whether located within
or outside proposed development
/_ Location of sanitary sewers ( er than septic tan is utility easements, storm
`drainage, new water supplies, co o ions existing systems (if applicable)
Street right-of-way widths, unduplicated street names and street designations (public
or private)
Roadway cross section displaying pavement width, amount ABC, asphalt depth and
drainage design
,Lot l-ines7rot numbers, setback lines
Total acreage proposed development
Location of conservation areas (if applicableye-
,�`Acres to be used for other than residential
.,,-''Average lot size, total number lots
v,s.-'' \ Location AEC's, within 575 SA waters (if applicable)
'✓ Location of 100 year flood areas
Acreage in public or other land usage
Area surveyed sewer (if applicable)
t Hurricane evacuation plan (if applicable)
.,,' Proposed location of planned thoroughfares ( if applicable)
iK1ja, Proposed location of bike routes (if applicable)
Landscaping plan (if applicable)
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Typical cross section drainageways(� � G�J�
"��-- Drainage areas and computed run-off per acre V� J
Approvals for water and sewer
DESIGN STANDARDS
Block lengths greater 400' but less than 1,400'
Block to have 2 tiers
Buffer strips ( if applicable)
'
Correct building set back lines
,Xul-de-sac less than 1,000; designed minimum
D.O.T. specifications
Drainage easements not les.s.,30' in width with
ditch off centered 20' to 10'
Utility easements at least 151} s3 +(}'
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Streets intersect not less than 75 degrees
Major street intersection at least 800' apart
Street jogs greater than 125' (if applicable)
Every lot abuts for distance of at least 40'
on private or public road
Lots conform to zoning ordinance
4 Q
Corner lots conform to building lines on both
streets
Double frontage lots
Side lot lines substantially at right angles
or radial to street lines
Connections to adjacent streets
�
Stub-outs (if applicable)
I
Deficiencies/Comments:
Reviewed by:
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Date
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
New Hanover County Maintenance
May 16, 1988
JAMES G. MARTIN
GOVERNOR
DIVISION OF HIGHWAYS
JAMES E. HARRINGTON GEORGE E. WELLS, P.E.
SECRETARY STATE HIGHWAY ADMINISTRATOR
TO: Pete Avery, New Haaover County Planning Department
FROM: Bill Benton/Highway Maintenance Engineer
SUBJECT: Preliminary Review of Brittany Woods, Section 4, in New
Hanover County.
I have reviewed the subject subdivision plans and found that it is
complete and correct, I recommend that preliminary approval be given
to the subject plans.
If any additional information is needed, please con -tact the New Hanover
Maintenance Office at 762-3854.
WBB/saz
cc: J. P. Cook
File
An Equal Opportunity/Affirmative Action Employer
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