123-05 Lakeview at Carolina Beach

HUG-10-2005 11:24 From: To'4 P.2'4

AUG-10-2005 11:24 From: To:4 P.3/4
.;.. srwuwoN?awTbaPaac•Irov.v.•srat<•?t�Mo-'1tn.:.i.Mw�••��M^slrt+i•4,�•►a„K.,qyy,;:,oviw«',ww:lr.wi;•9o.`rTl;+oa�:M•tu Otr>�,�MPseY'- >J./OiAMO'C'N.M•neh'1ti't!•
a
t Lakeview at Carolina Beach Hermit#1.23-05
j. Page 2 of i
ADDITIONAL CONDITIONS
t
y
2) Prior to the initiation of construction within the Ocean Hazard ABC, a representative of the Division of
f' Coastal Management shall stake the first line of stable, natural vegetation and the small and large is
i structure setbacks. These setback determinations shall replace those done at the time the permit
application was processed and approved, Construction shall begin within sixty days of this
} determination or the measurement is void and shall be re-established. In the case of a major shoreline
i
change within that period, a new setback determination shall be required before construction begins.
3) Small structures less than 5,000 sq, ftt shall be set back a minimum of 60 feet from the first line of stable f
natural vegetation and large structures greater than 5,000 sq. ft. shall be setback a minimum of 120 feet
from the first line of stable natural vegetation„
4) All residential structures shall be elevated on Pilings with a clitu-neter of at leatit eight(8) inches and shall
have it tip penetration greater than eight(8) feet below the lowest ground elevation under the structure.
k
{ 5) Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently s
y threatened by changes in shoreline configuration. The structure(s) shall be relocated or dismantled
x within two (2) years of the time when it becomes imminently threatened, and in any case, upon its
collapse or subsidence. However, if natural shoreline recovery or beach re-nourishment takes place
within two (2) years of the time the structure becomes imminently threatened, so that the stricture is no
longer imminently threatened, then it need not be relocated or dismantled at that time. This condition
shall not affect the permit holder's right to seek authorization of temporary protective measures allowed
under CRC Rules,
6) In accordance with 15A NCAC 71+0306(c), no public funds shall be utilized for the proposed project.
This prohibition includes expenditures'for construction and perpetual maintenance of all utilities. Costs
incurred to maintain the authorized utilities shall be the responsibility of the permittee.
z
7) All foundations and structures shall be designed to be stable during applicable fluctuations in ground
s elevation maid wave force during a 100-year storm. Cantilevered clocks and walkways shall meet this y
standard or shall be designed to break away without structural damage to the main structure. 3
t
Stur_mwater Nianneement
8) The Division of Water Quality's approval of this project under stormwater management rules of the 3
Environmental Management Commission is covered by way of an Express Stormwater Permit No.
SW80S0520, which was issued on 6/03/05. Any violation of the permit approved by the Division of
Water Quality shall be considered a violation of this CAMA permit.
s
ticdimcnratiun_and lsrosjon Control
)) Appropriate sedimentation and erosion control devices, measures or structures (e,g, silt fence, diversion }
f swales or berms, sand fence, etc.) shall be implemented to ensure that eroded materials do not enter
adjacent wetlands, watercourses and/or properties.
r
:.+�.anq�yory..Mopo.a•,�..o.....w:w,.uts,.r.wyna.�,-.w,, .o wa.t.•.r, y rwv4^MCq•>o9:�".."9'.•NYod�yPk•OP-?r0?.p{.�;nnn4q+N,r:WM9:s`M•oJo..+JOttiw'•M'+,•t^•!,11'Mt^•„►ay.....;.+--rt•:•�te�+t+M•e+M•

AUG-10-2005 11:25 From: To:4 P.4/4
Lakeview at Carolina Beach Permit 4123.05
Page 3 of 3
ADDITIONAL COM.Ci`!!'ONS
-nL in for the Lakeview at
N 0 TE: The permittee has received a Sedimentation and Erosion Control PI, f
Carolina Beach project(LQS Permit No.Newha-2005.353), Should the pennittec choose to
modify/amend the existing permit, he or she should contact the Department of Environment rod
Natural Resources;Land Quality Section, at 127 Cardinal Drive Extension, Wilmington,NC
28405.
General
10) The permittee shall contact the Departme
nt.of Transportation to determine ifa permit is required for
driveway connection(s)to S. LA4 Park Blvd,
11) All construction shall comply with the NC Building Code and all other'17-ederal, State, and l'-ocal
regulations, including the local flood damage prevention ordinance as required by the National Flood
Insurance Prograrn,
NOTE: The building code, local zoning or flood damage prevention ordinances may impose additional,
for
more restrictive requirements thandevelopment in Areas of the Division's standards f e
Environmental Concern (AECs). Contact the Town of Carolina Beach Inspections Department at
[phone] for local requirements and permits,
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: In accordance with I SA NCAC 71+0308(a), no new seawall or riprap revetments shall he
allowed in the future should any structure become threatened .from erosion,

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Lakeview at Carolina Beach C/o Mr. Ward Manning Jr.
2. LOCATION OF PROJECT SITE: The project is located at 305 S. Lake Park Blvd.,adjacent to the Atlantic
Ocean, in Carolina Beach,New Hanover Co.
Photo Index - 2000: 21-257, S, 14-15 1995: 21-239, S, T, 22 1989: 4 178 O, P, 16-17
State Plane Coordinates -X: 2334960 Y: 104129 GPS — V-063009A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—6/30/05
Was Applicant Present-No
5. PROCESSING PROCEDURE: Application Received—completed 6/5/05
Office-Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan-Town Of Carolina Beach
Land Classification From LUP—Developed
(B) AEC(s)Involved: OH
Water Dependent:No
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing Municipal Planned:N/A
(F) Type of Structures:
Existing—asphalt parking area
Planned -Two buildings providing 28 condominium units, associated parking, swimming pool,pool
house,utilities and stormwater collection system.
(G) Estimated Annual Rate of Erosion: 2 ft./yr.
Source-LTAASCR 1998 Update
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A)Vegetated Wetlands
Non-Vegetated Wetlands en water
(C)Other-Highground 61,855 sq. ft.
(including road construction and utilities) (or 1.42 acres)
disturbed
(D) Total Area Disturbed: 61,855 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant is proposing to redevelop the property by constructing two buildings
provided 28-condominium units, associated parking, swimming pool,pool house,utilities and stormwater
collection system.

Mr. Manning
Page two
9. PROJECT DESCRIPTION
Land Management Group, Inc., on behalf of Lakeview at Carolina Beach has requested that the attached
application be processed under the Express Permit Review Program.
The physical address of the project site is 305 S. Lake Park Blvd., adjacent to the Atlantic Ocean,in Carolina
Beach,New Hanover Co.To find the property,take NC Hwy 421 south from Wilmington to Carolina Beach. The
project site will be located on the eastern side of S. Lake Park Blvd., across from the"lake"in the business area of
Carolina Beach.
The subject property is approximately 1.42 acres in size and is located along the eastern side of S.Lake Park Blvd.
The property consists of one parcel that is deeded to Lakeview at Carolina Beach,LLC. The property elevation
ranges from approximately 16 to 20 feet above mean sea level(MSL).The site currently contains a large asphalt
parking area that was used by the tenants of the previous housing complex.A portion of the project site lies within
the right-of-way of S. Lake Park Blvd.,Fayetteville Ave.,Woody Hewitt Ave. and Atlantic Ave.The areas within
the right-of-way are generally flat. Vegetation at the site is sparse and consists primarily of lawn grasses and
ornamental landscaping.
The waters of the Atlantic Ocean are classified "SB"by the Division of Water Quality. The area is NOT
designated as a Primary Nursery Area by the Division of Marine Fisheries. The long-term average annual erosion
rate for this area of Carolina Beach is 2 feet/year. The 100-year storm recession line for this area is 300', creating a
total Ocean Erodible Area AEC of 420'.
PROPOSED PROJECT
The applicant is proposing to redevelop the property by constructing two buildings,providing 28-residential
condominium units with associated parking,a swimming pool,pool house,utilities and stormwater collection
system. The applicant proposes to construct two concrete driveways(entrance and exit)along Woody Hewitt Ave.,
and two additional drives adjacent to Fayetteville Ave.The proposed driveways would give access to the interior
portions of the property immediately adjacent to the condominiums and parking areas.Parking would be limited to
the areas beneath the proposed units as well as along the southern and western portions of the property.The
proposed 9-unit building would be located in the southeast quadrant of the property,between the two driveways
along Woody Hewitt Ave. The 19-unit building would be located in the west central section of the property and
would run perpendicular to Fayetteville Ave.,between the proposed drives. Both buildings would be 4-story's tall
and would contain both two and three bedroom units. The buildings are proposed at a maximum height of 50'
above the existing ground level.
The proposed swimming pool(30' x 20'),pool house(30' x 30'), and stormwater collection pond(45' x 70')
would be located in the northeast corner of the property, adjacent to Fayetteville Ave. and Woody Hewitt Ave.
Both the swimming pool and pool house would be surrounded by a 6' wide concrete apron/sidewalk.A new
storwater collection pond would be excavated approximately 6'-8'and would be contained by a chain-link fence.
Lastly, the applicant is also proposing to construct a 5' wide concrete sidewalk around the entire perimeter of the
property. The sidewalk would be located within the road right-of-way in some locations and outside of the right-of-
way in others.A vegetated buffer would be constructed around the property lines between the sidewalks and
proposed parking areas.
As proposed,the 9-unit building, stormwater collection pond,a small section of the parking area and a small
portion of the entrance/exit drive to Woody Hewitt Ave.,would be the only structures located within the 420'
Ocean Erodible Area of Environmental Concern. The entrance drive along Woody Hewitt would begin at a point
approximately 360' from the first line of natural, stable vegetation.

Mr.Manning
Page Three
10. ANTICIPATED IMPACTS
The initial construction of the condominium complex would result in the disturbance of approximately 1.42 acres
(61,855 sq. ft.)of high ground.According to the applicant,a Stormwater permit application package has been sent
to the Division of Water Quality, and a Sedimentation and Erosion Control Plan has been submitted to the Division
of Land Resources.Both permit requests are running concurrent with the CAMA Major permit application.
Submitted by: Jason Dail Date: 7/7/05 Office: Wilmington

Recommendations for State Permit—Lakeview at Carolina Beach c/o Ward Manning
It is recommended that a permit be issued subject to the following conditions:
• In order to protect water quality, runoff from the construction must not visibly increase the amount of suspended
sediments in adjacent waters.
• Any violation of the Stormwater permit approved by the DWQ will be considered a violation of this CAMA
permit.
• Appropriate sedimentation and erosion control devices, measures or structures must be implemented to ensure
that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion swales
or berms, etc.).
• A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 working or 30 calendar
days of completion of any phase of grading on cut or filled slopes.
NOTE: Thispermit does not eliminate the need to obtain any additional state, federal or local permits,approvals or
authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit. Contact a
representative of the Division at(910)796-7215 prior to the commencement of any such activity for this
determination.
NOTE: The permittee and/or his contractors are urged to meet with a representative of the Division prior to project
initiation.

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
b. City,town,community or landmark
1. APPLICANT Town of Carolina Beach
c. Street address or secondary road number.
a. Applicant: 305 S.Lake Park Blvd.
Name Lakeview at Carolina Beach
d. Is proposed work within city limits or
c/o Mr. Ward Manning Jr. planning jurisdiction? X Yes No
Address 1700 Tanglebriar Court ('Town of Carolina Beach)
City Weddin on State NC e. Name of body of water nearest project(e.g.
river,creek, sound,bay)
Zip 28104 Day Phone [phone] Atlantic Ocean
Fax [phone]
3. DESCRIPTION AND PLANNED USE
b. Authorized Agent: OF PROPOSED PROJECT
Name Land Management Group. Inc. a. List all development activities you propose
Address P. O. Box 2522 (e.g. building a home, motel, marina, bulkhead,
pier,And excavation and/or filling activities)
City Wilmington State NC The applicant proposes to redevelop property
and provide 28 condominium units, associated
Zip 28402 Day Phone [phone] parking, and community pool.
Fax [phone]
b. Is the proposed activity maintenance of an
c. Project name (if any) existing project,new work,or both?
Lakeview at Carolina Beach Re-development
c. Will the project be for public,private or
commercial use? Commercial
NOTE: Permit will be issued in name of
landowner(s),and/or project name.
d. Give a brief description of purpose, use,
methods of construction and daily operations of
2. LOCATION OF PROPOSED proposed project. If more space is needed,please
attach additional pages.
PROJECT Purpose is to redevelop property into residential
development.
a. County New Hanover
Revised 03/95
5 2005
Dl L4MANAGEMENT
CpASTA

Form DCM-MP-1 _X—No
Coastal(marsh) — Other
4. LAND AND WATER If yes,has a delineation been conducted?
CHARACTERISTICS (Attach documentation,if available)
a. Size of entire tract 1.42-acres m. Describe existing wastewater treatment
facilities.
b. Size of individual lot(s) N/A Municipal system.
c. Approximate elevation of tract above MHW n. Describe location and type of discharges to
or NWL avg. +20'MSL waters of the state. (For example,surface runoff,
Sanitary wastewater, industrial/commercial
d. Soil type(s)and texture(s)of tract effluent,"wash down"and residential discharges.)
Majority of site is developed with asphalt Surface run-off from the proposed rooftops
and is mapped by NRCS as Urban. and parking will be handled through a state-
agpproved stormwater plan.
e. Vegetation on tract The majority of the site
is developed with small areas of grass o. Describe existing drinking water supply
landscaping_ source.
Municipal system.
f. Man-made features now on tract Existing
asphalt parking.
g. What is the CAMA Land Use Plan land 5. ADDITIONAL INFORMATION
classification of the site?(Consult the local rand use plan) In addition to the completed application form,the
Conservation Transitional following items must be submitted:
Developed Community
Rural X Other * A copy of the deed (with state application
(Municipal) only) or other instrument under which the
applicant claims title to the affected properties.
h. How is the tract zoned by local government? If the applicant is not claiming to be the owner of
T-1 and MX(mixed use and tourist) said property,then forward a copy of the deed
or other. instrument under which the owner
claims title, plus written permission from the
I. Is the proposed project consistent with the owner to carry out the project.
applicable zoning?—X_Yes No
(Attach zoning compliance certificate,if applicable) *An accurate,dated work plat(including plan
(Conditional Use Permit for proposed development view and cross-sectional drawings)drawn to scale
obtained.) in black ink on an 8 ''/s" by 11" white paper.
(Refer to Coastal Resources Commission Rule
j. Has a professional archaeological assessment 710203 for a detailed description.)
been done for the tract? Yes_X_No
If yes,by whom? Please note that original drawings are preferred
and only high quality copies will be accepted.
k. Is the project located in a National Registered Blue-line prints or other larger plats are
Historic District or does it involve a National acceptable
Register listed or eligible property? only if an adequate number of quality copies are
Yes X No provided by applicant. (Contact the U.S. Army
— — Corps of Engineers regarding that agency's use of
larger drawings.) A site or location map is a part
1. Are there wetlands on the site? _ Yes of plat requirements and it must be sufficientl
Revised 03/95 c"ETV
�i YJ
V
JUL 0 5 2005
,),VISION MAGE OF MENT
COASTA

* A statement of compliance with the N.C.
Form DCM-MP-1 Environmental Policy Act(N.C.G.S.113A-1 to
10) If the project involves the expenditure of
detailed to guide agency personnel unfamiliar public funds or use of public lands, attach a
with the area to the site. Include highway or statement documenting compliance with the North
secondary road(SR)numbers,landmarks,and the Carolina Environmental Policy Act.
like.
* A Stormwater Certification, if one is 6. CERTIFICATION AND PERMISSION
necessary. TO ENTER ON LAND
The project's engineer has submitted a I understand that any permit issued in response to
Stormwater Plan to the NC Division of Water this application will allow only the development
Quality,for review concurrent with review of this described in the application. The project will be
application. subject to conditions and restrictions contained in
*A list of the names and complete addresses of the permit.
the adjacent waterfront(riparian)landowners
and signed return receipts as proof that such I certify that to the best of my knowledge, the
owners have received a copy of the application proposed activity complies with the State ofNorth
and plats by certified mail. Such landowners Carolina's approved Coastal Management
must be advised that they have 30 days in which Program and will be conducted in a manner
to submit comments on the proposed project to the consistent with such program.
Division of Coastal Management. Upon signing
this form,the applicant further certifies that such I certify that I am authorized to grant, and do in
notice has been provided. fact, grant permission to representatives of state
Name See attached letters and federal review agencies to enter on the
Address aforementioned lands in connection with
evaluating information related to this permit
application and follow-up monitoring of the
Name project.
Address
I further certify that the information provided in
this application is truthful to the best of my
* A list of previous state or federal permits knowledge.
issued for work on the project tract. Include
permit numbers,permittee, and issuing dates. _
� 5�
No previous permits for this project. This is the day of 20 0J ) �
* A check for $400 made payable to the Name C V A✓C .
Department of Environment,Health,and Natural
Resources (DEHNR) to cover the costs of Signature
processing the application. Landon &A uthoriAdAgent/
* A signed AEC hazard notice for projects in
oceanfront and inlet areas. F2
Revised 03/95 jUL 0 5 2005
DIVISION OF
COASTAL MANAGEMENT

Form DCM-MP-1
Please indicate attachments pertaining to your
proposed project.
DCM MP-2 Excavation and Fill Information
_X_DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE:Please sign and date each attachment in
the space provided at the bottom of each
form.
U
5 2005
Revised 03/95
J DIVISION OF
COASTAL MANAGEMENT

Form 1)CM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1. Be sure to h. Projects that require a CAMA Major
complete all other sections of the Joint Development Permit may also require a
Application that relate to this proposed project. Stormwater Certification. Has a site development
plan been submitted to the Division of
a. Type and number of buildings,facilities,units Environmental Management for review?
or structures proposed Buildings containing 28 X Yes _No
residential condominum units,associated parking,
community pool and pool house. i. Describe proposed method of sewage disposal.
Municipal system
b. Number of lots or parcels N/A
j. Have the facilities described in Item I. above
c. Density (give the number of residential units received state or local approval? Local
and the units per acre) 28 units, 1.42-acre gpproval received.
19.7 residential units(total for all buildings).
k. Describe location and type of proposed
d. Size of area to be graded, filled or disturbed discharged to waters of the state (for example,
including roads,ditches,etc. approximately surface runoff, sanitary wastewater,
1.42-acre industrial/commercial effluent,"wash down"and
residential discharges).
e. If the proposed project will disturb more than All stormwater runoff will be managed per a state-
one acre of land,the Division of Land Resources approved stormwater plan which has been
must receive an erosion and sedimentation control submitted by the project's engineer for review
plan at least 30 days before land disturbing concurrent with this application.
activity begins. If applicable,has a sedimentation
and erosion control plan been submitted to the 1. Describe proposed drinking water supply
Division of Land Resources?_X_Yes No source(e.g.well,community,public system,etc.)
Municipal system
If yes, date submitted Plan to be submitted
current with this permit application. in. Will water be impounded?_Yes X No
If yes,how many acres? N/A
f. List the materials (such as marl, paver stone,
asphalt,or concrete)to be used for paved surface. n. If the project is an oceanfront development,
Asphalt for parking areas. when was the lot(s)platted and recorded?
N/A.
g. Give the percentage of the tract within 75 feet
of MHW or NWL, or within 575 feet in the case
of an Outstanding Resource Water,to be covered
by impervious and/or built-upon surfaces,such as
pavement, buildings, rooftops, or to be used for �T
vehicular driveways or parking. Jam►
N/A
JU! 0 5 2005
Revised 03/95
pIvIsioN of
COASTAL MANAGEMENT

Form DCM-MP-3
( aApplicant or or Project Name
Sig ur uC U• I� ,
Date
u
JUG 0 5 2005
Revised 03/95
oivisioN OF
("OAS VAL MANAGEMENT

05/09/2005 12:48 9104520060 LANDMANAGEMENT PAGE 02/02
AG.
�pj,�GpgZ�n;��.[7� polLbfAA:u7//Gio
�eG 970-45.4-dOd?
�� �� aeos 9V.�eaalk.�►�
fag 9weae. 9�il�:e►�,,idf8.Peaoa
AGENT DISCLOSURE FORM
TO WHOM IT MAY CONCERN:
Uwe, the undersigned, hereby authorize Land Management Group, Inc., to act
as our agent in the preparation and representation of information submitted
within the 404/401 and/or CAMA applications and/or septic permits. All
questions in regards to this application should be directed to Land
Management Group, Inc.
Sincer
O ner/A ca nt VE
n
f !
JUL 0 5 2005
DIVISION OF V�
Date AGEMENT

1�
Q Z
tL W
ESRI ArcExplorer 2.0 Z
305 lake ark blvd o
CAMA Line (CAMA L
60FT_SETBACK
O
J 120FT_SETBACK U
A � 1 aPF, R roads1 (STREET)
parcels
AEI
ak
`s
`7
Foot
0 100 200
N
Thursday, Jan 6 2005
��i

'Gran
2 Baho a
Dr. mP/
Ave. °4t °3 �o Yach
o� v Sailfish Ln.
r-rbory U ca ��Pve Burris o.
Rove. r m �0 yl���e� Ave.
My t ck o Bay G-' e° ' Seagull Ln.
Ave,n U Green Ct, �0 c°
{ o
Goldsboro a (A Lee n. Pc Scallop Ln.
Monroe Wilson Ave. v°
i D
Ave, a Lumbert rk Ave.
q in
v R Dolphin Ln.O/eigy e Florence
CO Pe Ave.
Fevr Ave. o Pelican Ln.
ch°ry°tt el"d CAROLINA BEACH
Hom/ett Ave
Fa ettville
16
AtlOnto Q r. It
Q
Cl°rendo Ave. SITE NORTH
Ave tea;
C%mbi
A ve.
9irm/ Carolina Beach
n h m Lake Carolina Elementary
SU ter Ave. Q Lake r
S art, b Ave, 0 v
r ATLANTIC OCEAN
7 D �
Greenvill Ave."1 o 0
C ,C
Ave N o
c�
LOCATION MAP
Vicinity map provided by W. K. Dickson
BSI.
D 2005
05
Land Management Group, Inc. CAMA Maj rmit Ap_p+i�t to GEMS T
Environmental Consultants hkeVie,jo P\- MAN P
P. 0. Box 2522 VICINITY MAP OA
Wilmington, NC 28402 Applicant: LakeView at Carolina Beach, LLC
910.452.0001 (p) 910.452.0060(0
Location: 305 S. Lake Park Blvd, Carolina Beach
LES Date: 5/23/2005 Sheet/ of
C:ICA MA 102-05-2661figures

f a
a_
Jk
p e
,
47
-A'
°Mn 5`
¢� `�+Mi.yY.-.4- f'�..�4 1 mow., i'� P•vh � i �'�Mr y+d Y Y Y j'f Pr 4
70
NL �,.
y�:, � `Z`. � F it C"� w ,•,.y 5Y4 �f ;5�g� �e -�
{�
r s ' '► '' � AkOLINA BEACH
k
P3 {
�t
>- Z
d
WE SITE
2000 1000 0 2000
Map Source: Carolina Beach, N.C., 1997, USGS 7.5'Topographic quadrangle. SCALE 1" = 2000'
Land Management Group, Inc. CAMA Major Permit Application,
Environmental Consultants Lakeview
P.O. Box 2522 Applicant: LakeView at Carolina Beach, LLC
Wilmington, NC 28402 USGS TOpo Quad
910-452-0001
Location: Carolina Beach, New Hanover County
Date: 5/23/2005 S heet oZ of 6

,
f
,1
i ` I
, � 1
-'a"hop fi—J, Ur
_
fv .1
1 1< 1
SITE
Al
I` 1
r
'_�I
_ 1
200 000� F2 0
Map Source: Soil Survey of New Hanover County, pg. 29. f AL ��� EMENT
Land Management Group, Inc. CAMA TTr iM pplication,
Environmental Consultants GakeView
P.O. Box 2522 Applicant: LakeView at Carolina Beach, LLC
Wilmington, NC 28402 New Hanover County
910-452-0001 SOIIS Map
Location: Carolina Beach, New Hanover County
Date: 5/23/2005 Sheet 3 of��

NHC Parcel Ma
t_
A
w
HAA O
t E T E1(rE
yt Adjacent landowner: as
1 R09006-035-008-000
Luis Navarro
w o
-_. . 208 Woody Hewett Ave. Q
Carolina Beach, NC 28428
r,,v4 44p,
► 4,
t�
AyF w ..w1
Adjacent landowner:
R09010-008-001-000
Wills Investments Inc
1001 Waterview Place
Carolina Beach, NC 28428
N i
Cb
ate. a p 51
,rC J
v\S\OO
N
J
Land Management Group, Inc. CAMA Major Permit Application,
Environmental Consultants LakeView
P.O. Box 2522 Applicant: LakeVew at Carolina Beach, LLC
Wilmington, NC 28402 NHC Tax Map
910-452-0001
Location: Carolina Beach, New Hanover County
Date: 5/23/2005 Sheet of

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RE
lUL 1 2 2005
1) APPLICANT: Lakeview at Carolina Beach C/o Mr. Ward Manning, Jr. Cpynpty- N�,e�w r pCM
LOCATION OF PROJECT: 305 S. Lake Blvd., adjacent to the Atlantic Ocean, 'inn'Caro ma Beach
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 06/05/05
FIELD RECOMMENDATION: Attached: YES To Be Forwarded:No
CONSISTENCY DETERMINATION: Attached:No To Be Forwarded:Yes
FIELD REPRESENTATIVE: Jason Dail D CT O C : Wilmington
DISTRICT MANAGER REVIEW:
B) DATE APPLICATION RECEIVED IN RALEI FEE REC'D:$
PUBLIC NOTICE REC'D: 07/1f/OS END OF NOTICE DATE: 68I01 SOS
ADJ. RIP. PROP NOTICES REC'D: DEED REC'D:
APPLICATION ASSIGNED TO: Dw. / ON: '7/1 t/ds-
C) 75 DAY DEADLINE: 150 DAY DEADLINE:
MAIL OUT DATE: STATE DUE DATE:
FEDERAL DUE DATE: FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY DATE COMMENTS OBJECTIONS: NOTES
RETURNED YES NO
Coastal Management-Regional Representative
Coastal Management-LUP Consistency
Division of Community Assistance
Land Quality Section
Division of Water Quality
Storm Water Management(DWQ)
State Property Office
Division of Archives&History
Division of Environmental Health
Division of Highways
Wildlife Resources Commission
Division.of Water Resources
Division of Marine Fisheries
Submerged Lands(DMF)

(rJl?/7�TilC'�/ppZ?Y19��('Il����pp �(I11:14T�iLfL12�1
28402
MI
,�Ur rille �iax: .910 4.T2-0060
�lilnr�»Y��i�, ./� e2R40.y a�ctar�r.�n�;rNc�t.�2el
5 July 2005
Jason Dail
NC Division of Coastal Management
127 North Cardinal Drive
Wilmington, NC 28405
RE: Express CAMA Major permit application, Lake View
Carolina Beach, NC, New Hanover County
Dear Jason:
Please find enclosed a new set of application forms and figures for the above-referenced
permit application. These figures and forms include the additional information requested
in your 6/30/2005 letter.
1. An individual contact with telephone and fax number has been added to 1.(a)of
the MP-1 form.
2. The number of units and acreage has been added to the density calculation, MP-
3,c.
3. A typical elevation/cross section of the proposed buildings, as provided by the
project's engineer/architect, is enclosed as Sheet 8. Details for the pool house
would be completed following the issuance of any CAMA permit.
4. The adjacent property owners have been noted on the Site Plan Sheet 6 and the
Site Plan within the AEC Sheet 7.
5. A note regarding the first line of stable vegetation and structure setbacks has been
added to the Site Plan within the AEC Sheet 7. I have also enclosed a copy of the
aerial photograph with the"LAMA Line" and"420' AEC indicated". These lines
were scaled from the Town of Carolina Beach's map and added to the site plans.
6. Detail sheets are enclosed as Sheets 10-15. An architectural rendering for the
buildings has also been added as Sheet 9. -,f , _
JUL
BY:

Sincerely,
/I 4��
aura Stasavich
Environmental Scientist
cc: Rob Balland, WK Dickson
Enclosures: application forms and figures
U 2p05
OF T
1`�NjpN AGEMEN
CO ASTA

`."J'LJN-30-2005 08:38 From: To:9104520060 P.2/3
NCDENR
North Carolina Department of Environment and Natural Resources
Divislon of Coastal Management
Michael F. Easley, Governor Charles S, Jones, Director William G, Rosa Jr., Secretary
:M
June 30, 2005
Land Management Group
Ann; Laura Stasavich
PO BOX 2522
Wilmington, NC 28402
RE: Express LAMA Permit Application - Lakeview at Carolina Beach
Dear Ms. Stasavich:
On June 29, 2005, we received a CAMA Major Express Permit application for Lakeview at Carolina
Beach. The application package, submitted on your behalf, is for the construction of 28 condominium units
with amenities. The project site is located along S. Lake Park Blvd., in Carolina Beach, New Hanover
a,
County. The attached checklist indicates the deficiencies of your application.
If you respond within three working days from the date of this fax or E-mail with the required
additional information, processing of your application will promptly continue and will not be placed on hold.
If you are not able to respond within three days, your application will not be accepted as complete for
r processing.
Additional information may be required pending further review by the fifteen (15) review agencies.
?y If you have any questions, please feel free to call me at my Wilmington office [phone],
�ncerely
Jason ail
J� Express Permit Cordinator
cc: Jim Gregson, DCM
3, Doug Huggett, DCM
264
,� p 5 2005
=x. 127 Cardinal Drive Extension, Wilmington, North Carolina 2 -385`
M Phone; 910.395-39001Fax: [phone] Internet. http://dcm2,,& tata 4� 11 S�ONAGEMENT
An Equal Opportunity 1Amrmeliva Action Employer•5036 Recycled 110%Poet Goneu� 90L

3 ` JUN-30-2005 08:38 From: To:9104520060 P.3/3
PROCESSING APPLICATION
1.) Please indicate on the Application (MP-1 Form) L(a.), the name ol:the individual applying for the
permit. Please provide a contact name, as well as a telephone number and fax number.
E 2.) Please indicate on the Upland Development(M.P-3) Fonn, Section (c), the density and number of
residential units per acre.
r:
3.) Please provide a detailed cross-section drawing of the proposed project including condos, pool house,
swimming pool,etc.
4.) Please include the names of the adjoining property owners on the top-view drawing.
fi 5.) Please locate and label the first line of natural stable vegetation on the top-view drawing, as well as the
small structure and large structure setbacks.
6.) On sheet 6 of 8 and 7 of 8, several items identified on the drawing refer to "detail sheets"that were not
provided as part of the application package. Please either provide the referenced sheets or delete the
information from the work plan drawings. Additionally, please provide a copy of the architectural plans
showing the building and pool details,
x .
sd.;
j{
- � S
05
Svc ON O� EN
GO
t -

ywnd'llal vw�1T///Ii�%��/J�
I�ff4l2fn�'Aln, rAi) M (^CI'lcA.,w 2s. o,2
Jplicne: 910-/,12-0001
1X/i:S ��ir�«ii�r�le. rrenrr��iii/� J; max: 9JO-452-006'//
28110-Y (,� u^rr,rr.linyrarrfr. 0
June 2005
Jason Dail
NC Division of Coastal Management
127 North Cardinal Drive
Wilmington, NC 28405
RE: CAMA Major permit application, Lake View
Carolina Beach, NC, New Hanover County
Dear Jason:
On behalf of Lake View at Carolina Beach, LLC, I am submitting a CAMA Major Permit
application for express review. Additional information requested in our 5/23/2005 pre-
application meeting has been included in the enclosed materials. As discussed, the
applicant is requesting to re-develop upland within the Ocean Hazard AEC in Carolina
Beach, NC. The subject property is located two street blocks from the ocean at 305 S.
Lake Park Blvd. No portion of the property is located within the oceanfront small or
large structure setbacks, and only the very eastern portion of the site is located within the
420' Ocean Hazard AEC. The site has been previously developed and is currently used
as a parking lot. Re-development into Lake View would provide 28 condominium units,
associated parking, and a community pool. The need for a CAMA Major permit has been
triggered by the need for a state sedimentation and erosion control plan, as most of the
1.42-acre site will be disturbed during construction. Copies of the green card receipts
will be sent as soon as they are received. If I may be of assistance during your review of
this application, please contact me at your convenience.
Sincerely,
Laura Stasavich
Environmental Scientist JUL Q 5 2W5
r
cc: Rob Balland, WK Dickson COASTAL AN Ufi
Enclosures: application forms and figures AGEMENT.

r
1
arbour 1 hi feud
Mayor Pia rrm
)xk Lyric.. V Gary Uuvtach
co'Wil~ Carnahan
Joel Macon Cabin R,PKk.Jr.
cowellMan OQ roxtr Maaan
ti
TOWN OF CAROLINA BEACH
1 121 N.Lake Park Boulevard
Carolina B=h,North Carolina 28428
910 458 2978/FAX [phone]
ORDER GRANTING A CONDITONAL USE PERMIT
Applicant: The Manning Companies,LLC for Request for Conditional Use Permit to
construct(1)20-unit four-story residential structure and (1) 10-unit
residential structure under Planned Unit Development(Lake View)
The Town Council of the Town of Carolina Beach, having held a public hearing on February 08,
2005 to consider application submitted by the above named applicant for a Conditional Use
Permit to construct one(1) 20-unit four-story residential structure and one (1) 10-unit residential
structure for a total of 30 units on a 1.42-acre tract located north of Carolina Beach bake and east
of U.S. Highway 421 in the MX and T-1 Zoning District under Planned Unit Development, and
having heard all the evidence and arguments presented at the hearing, makes the following
findings of fact and draws the following conclusions:
1. The applicant proposes• to construct (1) 10-unit residential structure and (1) 20-unit
residential structure under Planned Unit Development,
2. The property is located in the MX and T-1 District. Planned Unit development proposals
are allowed by conditional use permit in the MX and T-1 District. EPEEVE
3. The parcel is located within the 100-year floodplain and will be required toad
living space.
JUL 0 5 2005
4. The proposal will require approval of CAMA Major Permit, DIVISION OF
COASTAL MANAGEMENT
5. The project, as proposed, complies with the provisions of the Zoning Ordinance and is in
general conformity with the Land Use Plan and policies.
BASED ON THE FOREGOING FINDINGS OF FACT, the Town Council makes the
following conclusion as required by Article 14.9 of the Zoning Ordinance of the Town of
Carolina Beach:
ehp 02/21/05 1
Lake Park;Manning Companies
CUP grant final
9 d 89£ l 9Z l89 '0N/£0: Z l '1S/90: Z l SON 5Z l,dN(43M) WOa3

f
1. Jt is the Town Council's conclusion that the proposed use will not materially
endanger the public health or safety if located where proposed and developed
according to the plan submitted and approved by the issuance of the conditional
use permit.
2. It is the Town CounciI's conclusion that the use meets all required conditions and
specifications.
3. It is the Town Council's conclusion that the use will not substantially injure the
value of adjoining or abutting property.
4. It is the Town Council's conclusion that the location and character of the use, if
developed according to the plan as submitted and approved, will be in harmony
with the area in which it is to be located and in general conformity with the Town
Land Use Plan and policies.
THEREFORE, because the Town Council concludes that all general and- specific conditions
precedent to issuance of a Conditional Use Permit have been satisfied, IT IS ORDERED that
the application for the issuance of"a Conditional Use Permit by Manning Companies, LLC be
GRANTED, subject to the following conditions:
l. A stormwater plan must be submitted and approved prior to issuance of a building
permit. The storrnwater system must be installed according to approved plans and a
letter signed and sealed by a licensed engineer must be provided verifying that the
system is properly installed and functioning prior to issuance of certificate of
occupancy.
2. Drainage plan must be submitted and approved prior to issuance of a building permit,
and signed and sealed by a licensed engineer verifying that the system is properly
installed and functioning prior to issuance of a certificate of occupancy.
3. Approval Letter from Division of Water Quality for Stonrnwater Permit before
issuance of Building Permit. ngJ-V
4. Approval Letter from Division of Land Quality for Sedimentatr
Control Permit before issuance of Building Permit. U
5. Approval Letter from the Division of Water Quality for cons tru t n aut�c�zfi5,Ro j
public water supply.
6. Approval from the Division of Coastal Management for a CA errnib I V I S I O N OF
7. No structure or equipment of any description shall be erected oree �elpcatMANAGEMENT
outside the proposed footprint.
8. All structures shall be limited to 50' in height.
9. Final project must be designed to provide the required 86 parking spaces.
10. Sidewalks must be installed on all public right-of-ways of at least 5' in width and be
ADA compliance.
11, All structures must provide for at least 15' in structure separation.
ehp O2121103 2
take Paris;Mamting CMWSnies
CUP grant final
L d 900Z 9Z AVN(43M) NOai

12. Dwelling must be constructed to meet minimum ire code to include 13-R sprinkler
system, knock box, alarm system and must be approved by the fire marshal.
13. Dwelling must be designed and constructed so that it will not impair any adequate
supply of light and air to adjacent properties.
14. Final site plan must include cross-section of paving detail and indicate on plan areas
to be paved.
15. Landscaping must be provided on all borders of the property. The number and types
of vegetation must be included on the final plan. A certificate of occupancy shall not
be issued until landscaping is planted according to approved final site plan.
16. Refuse collection agency that will be used must be included on final site plan. The
refuse collection site must be enclosed on all four sides and remain closed and
secured during inactivity.
17. Maintenance of permanent open space,parking, streets, drainage systems,utilities,
and other such facilities-
All common facilities shall be maintained for their intended purpose as expressed in
the approved final site plan. The method of providing for such maintenance shall be
submitted prior to Certificate of Occupancy by one(1) or more of the following:
a. Public dedication to the Town, subject to the Town's formal acceptance of such
facilities in its sole discretion.
b. Establishments of an association or nonprofit corporation of all individuals or
corporations owning property within the planned unit development for the purpose of
ensuring maintenance of common facilities.
c. Retention of ownership, control, and maintenance of common facilities by the
developer or Home Owner's Association.
18. Dedicated open space must always remain as open space and be maintained as
provided in number 15 above.
19. Show al l existing structures on site plan that are to be removed.
20. Show on site plan distance between structures.
21. Relocate parking space on Fayetteville that is adjacent to the building.
22. Certification shall be provided that all improvements, including but not limited to
paving, drainage, stormwater, landscaping shall be constructed and maintained
according to the site plan approved by the Director of Planning or his designee prior
to Certificate of Occupancy.
23. Prior to issuance of building permit a plan that includes a grading schedule, and
construction schedule shall be approved by the Technical Review Committee.
24. Prior to issuance of building permit,all approval letters and final site plan shall be
submitted, and items mentioned above shall be submitted and approved by the Town
of Carolina Beach Technical Review Committee that includes the Town Manager,
Planning and Development,Building Inspections,Operations/Stormwater/Public
Works and Fire.
25. Major changes to approved plans and conditions of development may be authorized
only by the Town Council after review and recommendation by the planning and
zoning commission in the same manner as outlined in this article for original
submission.
26. A driveway permit from the town will be required before issuance of a building
permit and authorization from NCDOT for the removal of the existing driveway
located along Lake Park Blvd S.
27. Provide for fence or other alternative around retention pond for safety concenis.
D0-E 174 B
ehpozniros JUL 0 5 2005
We Park;Marming Cornpanies
CUP grant final
89£ lLSZ l89 '�N/£0 Z l '1S/90 Z l SON 5Z �VN(01M) DIVISION OF
8 d
.,,,A c-rAL MANAGE4q�T

r '
Ordered this 8`' day of Februar.2005
Dennis Barbour, Mayor
Date
ATTEST;
Lynn.Prus , Town Clerk
Date
Recorded On
D
52a5
N OF T
�ovz iron DAL M aN PAGEMEN
Lake Perk;Manning Companies GQ AS
6 d 89£ lLSZl89 '0N/£O: Zl '1S/LO:Zl 900Z 5Z A W GI M) WObd

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
July 8, 2005
FAX: [phone]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Public Notice - EXPRESS — Lakeview at Carolina Beach C/o Mr. Ward Manning, Jr.
Gentlemen:
Please publish the attached Notice in the Monday, July 11, 2005, issue.
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published notice, and a
copy of the invoice to Edythe McKinney at NC DENR Customer Service Center 1640 Mail Service Center
Raleigh, NC 27699-1640, The phone number is 919-733-0823.
Please send the original invoice and a copy of the affidavit for payment to Lindsay LaRose at
NCDENR Express Permitting, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-769-7304.
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
Sincerel ,
Lindsay LaRose
Express Permitting Admin. Assistant
Enclosure
cc: File Copy
Doug Huggett
Ted Tyndall
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone]\ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity\Affirmative Action Employer-50%Recycled\10%a Post Consumer Paper

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an Area of
Environmental Concern as designated under the CAMA was received on June 5, 2005.
According to said application, Lakeview at Carolina Beach C/o Mr. Ward Manning, Jr. is
proposing to redevelop the property by constructing two buildings, provided 28-condominium
units, associated parking, swimming pool, pool house, utilities and stormwater collection system
located at 305 S. Lake Blvd., adjacent to the Atlantic Ocean, in Carolina Beach, New Hanover
County.
A copy of the entire application may be examined or copied at the office of Jason Dail at
N.C. Environment and Natural Resources, Division of Coastal Management, 127 Cardinal Drive
Extension, Wilmington, North Carolina 28405, (910-796-7302) during normal business hours.
Comments mailed to Charles S. Jones, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, NC 28557, prior to August 1, 2005, will be considered in
making the permit decision. Later comments will be accepted and considered up to the time of
permit decision. Project modification may occur based on review and comment by the public and
state and federal agencies. Notice of the permit decision in this matter will be provided upon
written request.

G"A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
July 7, 2005
Lakeview at Carolina Beach
C/o Mr. Ward Manning Jr.
1700 Tanglebriar Ct.
Weddington,NC 28104
Dear Mr. Manning:
The Division of Coastal Management hereby acknowledges receipt of your application,for State approval for development of
the subject property located at 305 S. Lake Park Blvd.,in Carolina Beach,New Hanover County. It was received as complete
on July 5,2005, and appears to be adequate for processing at this time. You have requested that the application be processed
under the Express Review Permitting Program.Under this expedited process,the projected date for making a decision will be
around August 5, 2005.
NCGS 113A-119(b)requires that Notice of an application be posted at the location of the proposed development. Enclosed you
will find a"Notice of Permit Filing"postcard which must be posted at the property of your proposed development. You should
post this notice at a conspicuous point along your property where it can be observed from S.Lake Park Blvd. Some examples
would be:Nailing the notice card to a telephone pole or stake along the road right-of-way fronting your property. Failure to post
this notice could result in an incomplete application.
Since
J o all
Express Permit Coordinator
cc: Doug Huggett, DCM
Jeremy Hardison, LPO
Henry Wicker, COE
127 Cardinal Drive Extension,Wilmington,North Carolina 28405-3845
Phone:[phone]\Fax:[phone]\Internet:http://www.nccoastalmanagement.net
An Equal Opportunity\Affirmative Action Employer-50%Recycled\10%Post Consumer Paper

4
AMA PERMIT
APPLIE13 FOR
Vne tic c rm _ _e_
PROJEC
deA
J,
N 6T, i "I
• - MORE DETAILS CONTACT
APPLICANT: THE LOCALPERMIT OFFICER B •

yma 6W 4 j t 6w.
A4161 e Xox 2522
AodA Wa ml,4w 28402
90mm"Y xia" 6p,Y ��edne: 990-�52-0009
3805 �2ai�e�rr�nue�ui�e 95 max: 990-�52-0060
@�u �, /�28�03 iieur�+a•G'n'r�'2Qu�•�
17 June 2005
Wills Investments LLC
1001 Waterview Place
Carolina Beach,NC 28428
RE: CAMA Major permit application,
402 S. Lake Park Blvd.
Dear Sir/Madam:
As required by the North Carolina Division of Coastal Management, you are being notified
of a request to re-develop the above-referenced property. As an adjacent land owner, you have
the right to comment on this proposed development. I have enclosed a copy of the application
forms and figures for your review. If you have no objection to the proposed work, the enclosed
form should be completed and returned using the self-addressed, stamped envelope. No response
within thirty days of receipt of this letter also indicates no objection. Any objections to the
proposed work should be directed to the NC Division of Coastal Management (contact
information provided on enclosed form). If you have any questions concerning this information,
please contact me at your convenience and I will be happy to discuss it with you.
Sincerely,
Laura Stasavich
Environmental Scientist
Enclosure: Notification form 0\'4\0PNPG
copy of application package GO PSG PP\.

SENDER: COMPLETE THIS SECTI
■ Complete items 1,2,and 3.Also complete A. ture
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse X ❑Agent
so that we can return the card to you. ❑Addressee
r Attach this card to the back of the mailpiece, ce' d b rioted a C. at e' ry
or on the front if space permits.
1. Article Addressed to: D. Is delivery address different from item 1? ❑ es
If YES,enter delivery address below: ❑ No
l0C)1 U b JJkVV eLAJ 17�aC�.
cayaV C3. Se a Type
��11�JJJ���`'V 1 /MN Certified Mail ❑Express Mail
❑Registered ❑Return Receipt for Merchandise
❑ Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number
Mransfer from service 1 7003 1680 0007 5188 1791
PS Form 3811, February 2004 Domestic Return Receipt
702595-02-M-1540

ywn 6 Aj tq lw.
6
Yobs 61)Oe Xox 2522
Wi&dng&n, IUA Vam&w 28402
goaTrney X4� 6p,Yad YAc e: 910-452-0001
3805 W"yAkm& dvenw Ymd-,45 4ax: 970-4552-0060
Wdmii ty&n, "28403 a"W.&Y2 WA.nd
17 June 2005
Luis Navarro
208 Woody Hewett Ave.
Carolina Beach, NC 28428
RE: CAMA Major permit application,
402 S. Lake Park Blvd.
Dear Mr. Navarro:
As required by the North Carolina Division of Coastal Management, you are being notified
of a request to re-develop the above-referenced property. As an adjacent land owner, you have
the right to comment on this proposed development. I have enclosed a copy of the application
forms and figures for your review. If you have no objection to the proposed work, the enclosed
form should be completed and returned using the self-addressed, stamped envelope. No response
within thirty days of receipt of this letter also indicates no objection. Any objections to the
proposed work should be directed to the NC Division of Coastal Management(contact
information provided on enclosed form). If you have any questions concerning this information,
please contact me at your convenience and I will be happy to discuss it with you.
Sincerely,
Laura Stasavich
Environmental Scientist �` 51005
of
—E M EN'
P ,
Enclosure: Notification form . , 0 RSA PL
copy of application package

COMPLETE THIS SECTION ON DELIVERY
SENDER: COMPLETE THIS SECTION
■ Complete items 1,2,and 3.Also complete qK— nat�item 4 if Restricted Delivery is desired. , nt
Print your name and address on the reverseAd see
so that we can return the card to you. d by(Printed Name) C. Date of Delipry
■ Attach this card to the back of the mailpiece, 07,Q (q/�� CJ d UN A
or on the front if space permits.
D. Is delivery address different from item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery address below: 9 No
s Naoa rro
UX 3. Serv' a Type
Certified Mail ❑Express Mail
I K^n n IL 11 ❑ Registered ❑ Return Receipt for Merchandise
�awI,J1G(((����//�����"""q�� ❑ Insured Mail ElC.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number 7003 1680 0007 5188 1784
(Transfer from service label)
PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540

�v 20050@.9'146
FOR REGISTRpTSON REGISTER OF OMS
�REaE RPM Ty W
2005 FEB 28 04 AI O PM
V:4691 P&:790-792 FEE:$17.N
tOC REV 5T� � ��
1CM6
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $4,250.00
Parcel Identifier No.R09010-003-009_-_000_Verified by County on the day of 120
By: - _
Mail/Box to: Fuss&Fairley,Fuss&Fairley,PC, Attorneys at Law, 1904 Eastwood Road,Suite 214,Wilmington NC
This intnunent was prepared by:Fuss&Fairley,Attorneys
Brief description for the Indm- LT 2R, SVMJ LAKE PARK,NC,LLC
THLS DEED made this 28th day of Febnrary ,20�5,by and between
GRANTOR GRANTEE
SVMJ Lake Park,NC LLC Lakeview at Carolina Beach LLC
851 Old Winston Road,Ste 110 1700 Tanglebriar Court
Kernersville,NC 27285 Weddington,NC 28104
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,and assigns,and shall include
singular,plural,masculine,rerun ine or neuter as required by context.
WPTNFSSETH,that the Grantor,for a vahurble consideration paid by the Grantee,the receipt of which is bmvby admowledVd,has
and by these presents does grant,bargain,sell and convey unto the Grantee m fee simple,aV that certain lot or parxl of land davood
in the City of Carolina Beach Township, New Hanover CouWy,Not1hCwolmaand.
nnre particularly described as follows:
BEING all of Lot 2R as shown on a map of recombination for SVMJ-Lake Park-NC-LLC as shown on map recorded in Map
Book 43 at Page 219 of the New Hanover County Registry,reference to which is hereby made for a more particular description.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 4604 page 983
A map showing the above described property is recorded in Plat Book page
NC Bar Association Form No.L-3© 1976,Revised© 1977,2002
Printed by Agreement with the NC Bar Association—I981 SoltPro Corporation,333 E"JUL
21
�Z005
DIVISION OFnn�N�
COASTAL MANAG

TO HAVE AND TO HOLD the aforesaid lot or psnkl of land and all privilegm and appurtemances thereto belaogmg to the Grime
in foe simple.
And the Grantor covtasi b with the Grantee,that Grantor is seined of the premises in foe simple,has the right to convey the same in
fee simple,that tide is marlmetable and five and clear of all encumbrances,and that Grantor will warrant and defend the tide agamat
the lawful claims of all persons whomsoever,other than the following exceptions:
IN WITNESS WOMEOF,the(;rancor bas duty executed the forepiog as of the day and yew brat above writim
SVMJ Lake Park,NC LLC (SEAL)
Name)
By:c x6. (SEAL)
Title:Member/MgpUcr
By. O
Title:
(SEAL)
Title:
State of North Carolina-County of
I,the undersigned Notary Public of the County and Sate aforesaid,oertify that
personally appeared before me this day and
acknowledged the duce execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial
stain or seal this 'day of .20 .
My Commission Expires:
Notary Public
State of North Carolina-County of New Hanover
I,the undersigned Notary Public of de Comity sad Stave of iressid,certifythat
personally came before me this day and acknowledged that he is the Member/Manager of
SVMJ Lake Park,NC LLC ,it North Carolina or
corlx"tiowbinifad liability g—d p I I P Partnership(strike through the imq*hable),and
that by authority duly given and as the act of such entity,__he signed the fixegoing instrument in its mama on its behalf as its act and
deed. Witness my hand and Notarial stamp or seal,this 25th day of Febn .2005
My Commission Expires:
Notary Public
State of North Carolina-Canty of
I,the umd Notary Public of the County � 71 cxrtify that
Witness my hand and Notarial stamp or seal,this day of ,20_.
My Commission Expires:
Notary Public
The forogaiag Cerfif a*s)of
is/are certifiod to be correct This im6rmmeat and this certificate are dully re&ftmd at the data and time and na die BookasdPage dwven
on the fast page hereof:
Register of Deeds for County
gy Deputy/Assistant-Register of Deeds
NC Bar Association Form No.L-3®1976,Revised® 1977,2002 r
Printed by Agreement with the NC Bar Association—1981 SoftPro Carporariom,333 E.six
Z7609
JUL
DJVISJON .J EMENT

LEGEND
CONTRACTOR TO INSTALL O -EItl5T.IRON PIPE
29LF CONCRETE CURB \ • -SET IRON PIPE
AND GUTTER -CENTERLINE
_ -LIGHT PW
EXISTING DRIVEWAY m -SANITARY 5M4R MANHOLE
TO BE REMOVED CANtR. ..2. ...7./OVfi::::::::::
F:CONCRETE:::;:::::�::::: ® -
sroRMMANHOLL
MUMDRANT
AS::.8IH,DWN:: ::: '- Co POWER POLL
IM DROP INLET
F: SIG
N
\ EXiSTWG:4✓j.:.(;RiP.BFtAI~1.:.:.:.:.:.:.:.:.:.:.:.:.:.: :.:.:.:.:. .:.:.:.:.:.: :
\ BE::K;=R 1TED:/5::::::::::: :::::::::::::::: ::: ::::::::::: :::::: : ® -crallour
SHDVVN:t3N:5HEEt:c4:�: ::::::::::::::::::::::::::
—OHP— -OVEIWFAD POWER ONE
.
.:.:.:.:.:.:.:............................. ...
GDT9Ti2>SC:Tf7R::SFIALL: . . . . _. _. ..... . . . . . . . . . .
RErAOVE::E3cISTING:ASPHftL'T: . ::::_ . .::::::::::::::::::: :\
MO:bk8t GOURSE . . . . . . . . . . .
. : : : . . . . . . . . ..
::::'. . . . . . . .. . . . .
r1s.SNowN: : :::: \ DEMOLITION LEGEND
i
® EXISTING CURB AND GUTTER OR SIDEWALK TO BE REMOVED
XI T AN A E TIN A ES TING ASP
HALT L D BASE
T R COURSE 0 BE REMOVED OVED
oiafRAc oR ro EMov.
t5OLF:OF:CONCRET£::::: ::::::::::: ::: ' E%ISTING LIGHT POLE TO BE REMOVED
AS:5FIL3WN::::::::::::: ::: : : ::::::: ::: ::::: : . . .. EXISTING OVERHEAD POWER LINE
TO BE REMOVED
EXISTING DRIVEWAY
CONTRACTOR TO REMOVE
T0 BE REMOVED
951E OF CONCRETE
EXISTING SEWER SERVICE d CLEAN UT S
T0 BE REMOVED
MOVED
SIDEWALK S A A SHOWN
NOTES:
1. CONTRACTOR SHALL INSTALL TEMPORARY SILT FENCE AND TEMPORARY CONSTRUCTION
ENTRANCES AS SHOWN ON SHEET C4.1 PRIOR TO ANY DEMOLJTION OR EARTH MOVING
ACTINTIES.
2. PRIOR TO EXISTING DRIVEWAY ALONG US HWY 421(LAKE PARK BLVO.)BEING CLOSED.
ALL PERMITS MUST BE OBTAINED FROM NCDOT. CLOSURE SHALL BE IN STRICT
ACCORDANCE WITH ALL NCDOT REQUIREMENTS AS STATED ON THE APPROVED PERMIT.
I CONTRACTOR SHALL COORDINATE WITH TOWN OF CAROUNA BEACH PUBLIC UTIUTIES
CONTRACTOR TO REMOVE::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::: DEPARTMENT REGARDING REMOVAL OF EwsnNc WATER AND SEWER SERVICES.
4LF OF CONCRETE
CURB AND GUTTER EXISTING LIGHT POLE
AS SHOWN
TO BE REMOVED (TYP.)
CONTRACTOR TO COORDI ATE
WITH PROGRESS ENERGY PRIOR y
TO REMOVING EXISTING GHT �D'B
N
POLE AND OVERHEAD WINE.
CDI4TRACTdR:SHA L':':':':Z.::: -
REMovE.EX. . .G. ... .?4�... . . ......
ANO:BASE:
COURSE::::::::::::: ::. .
AS:SHDWN::::::::::: .:
l ':':::::::::::::::::::::::.:.:. .:':::'
. . . . . . . . . .
420'VVL
OCEAN HA OF:CONCRETE as scaled from Town of Carolina Beach map
(iR6:(iNQ CUTTER
(added by LMG)
GRAPHIC SCALE
40 0 20 40 80
® ® 1 Inch = 40 Feet
EXISTING DRIVEWAY lv` tj 2 TO BE REMOVED
OF T
Land Management Group, Inc. O1 MPNP CAMA Major Permit Application
Plan by WK Dickson, Wilmington NC Environmental Consultants GOPSTP LakeView
P. O. Box 2522
WK Dickson Project Number 50066.00.WL Wilmington, NC 28402 EXISTING CONDITIONS Applicant: LakeView at Carolina Beach, LLC
Plan dated 5/10/2005 910.452.0001 (p) 910.452.0060 (0
Location: 305 S. Lake Park Blvd, Carolina Beach
LES
C:ICAMA102-05-266VigureS Date: 5/23/2005 Sheet `5 of S

DELTA ITANGENTI RADIU5 P.I. LENGTH
51°18445" 1 280.G8 GO3.11 125+25.70 540.12 CURRENT ZONING: MX (MIXED USE) & T1 (TOURIST)
MAXIMUM BUILDING HEIGHT: 50 FT.
PROPOSED HANDICAP MINIMUM INTERIOR LANDSCAPE ISLAND: 100 SO. FT.
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION ,t� \ RAMP. SEE DETAIL MINIMUM LANDSCAPE AREA: 8%OF GROSS PARKING LOT AREA
r^�l� SHEET C6.2 (TYP.) PARKING: 2 PER DWELLING UNIT+ 0.5 PER
J BEDROOM OVER 2 (UNOBSTRUCTED)
,f �j .,� � ;;:.�j�,��,yQry�=;•-•5ag 1_ .: :�.. SITE INFORMATION REQUIRED PROVIDED
PROPOSED 28LF 2'-0• 1 �� J� JP� MINIMUM LOT SIZE 6,0DO SF 61,890 SF
CONCRETE CURB GUTTER. SEE DETAIL -�- OF SETBACK STANDARDS
NIIALIML
SHEET C6.2 (TYP.) i_1 P J�JC,R1G� MINIMUM DENYARD:D• 0 FT. 20 FT.
PROPOSED LANDSCAPE AREA.
MINIMUM REAR YARD: 10 FT. 20 FT.
SEE SHEET C7.1 FOR DETAILS - r ZONED:MX RESIDENTIAL SITE
' ©©!" REQUIRED PARKING:
PROPOSED 5' CONCRETE PCKp PROPOSE RIG TOTAL BUILDING UNITS 28 UNITS
SIDEWALK. SEE DETAIL 1 p RIGHT LY DRIVEWAY BUILDING HEIGHT 50 FEET
SHEET C6.2 (TYP.) 9• TOTAL PARKING 3.0/UNIT • 24 72 SPACES 2.0/UNIT• 4 = 8
PROPOSED CONCRETE
TYP.I TOTAL PARKING = 80
DRIVEWAY APR HANDICAPED SPACES: 4 SPACES REQUIRED
SVMJ LAKE PARK NC LLC - DETAIL C6.3 (TYP.) PARKING LANDSCAPING: 8%OF GROSS PARKING (.08.26,853 SF=2,148 SF)
7P/R09010-003-009-000 0 _ ROPOSE HANDICA PROVIDED PARKING:
ZONED:MX MP. SE TOTAL PARKING: 80 SPACES PROVIDED - 80 REQUIRED
S E .) PARKING RATIO: 2.9/UNIT
- - -�r ROPOSE I CONCR ISED HANDICAPED SPACES: 4 SPACES PROVIDED
�•"' i •f% `"�:��i .DIAN. E IL PARKING LANDSCAPING: 2,148 SF (MIN.=2,202 SF)
PROPOSED HANDICA �r .� i�')il� Ar S 2 DENSITY:
RAMP. SEE DETAI` •1 ram,:
t MAX. DENISTY ALLOWED: 40%OF 61,890 SF = 24,756 SF
SHEET C8.2 (TYP. f -. + � �� .) w�• T` 1• P
® i / -rr,i i1 hY� )` OPOSEI ACTUAL DENSITY: 17.122 SF
roe- / C NC URB &
/ OPEN SPACE:
PROPOSED 2'- I i�f - p yh. G R. EE DETAIL
CONCRETE CURB r1J mod. .+ - ' SHEET C 2 (TYP.) MIN. OPEN SPACE: 25%OF 61,890 SF = 15,473 SF
GUTTER. SEE DETAIL
SHEET C6.2 (TYP. r,r+-7 +' PROVIDED OPEN SPACE:
PARKING LANDSCAPE AREA: 2,202 SF
l hi 0 rPOND AREA: 3,237 SF
© J t-•"' j BUFFER A D AREA: 8,224 SF
PROPOSED LIGHT DU p t !r ; • `" - GREEN SPACE AREA: 3,095 SF
PAVEMENT SE 3'1'OR TOTAL: 16,758SF
DETAIL SHEET C6. I p M pSEt ZONED: X
t
LIM
I J
1a.3t• BEDH0011S PROPOSED HANDICAP
, .! 1-, ^' ?- -f'i RAMP. SEE DETAIL
ARC+L> Tc� �/' ,� - SHEET C6.2 (TYP. FEM A NOTE:
� 1
EXA o1MENSiANO wr "�' ,: THIS LOT IS LOCATED IN ZONE A-9 (EL.11) FIRM
/., 0 �. - - r� .,
�-- --1 y,,.�.•= P OPOSE CRETE DRIVEWAY
�a SEE ARCHITECTURAL PLANS :' A SEE DETAIL COMMUNITY PANEL 375347 0001 C DATED:
ZONED:T1 FOR BUILDING AND Y`•'�.?.' SHEET C6.3 (TYP.)
PROPOSED DUMPSTER POOL DETAILS SEPTEMBER 4, 1986
LOCATIONS TO BE o
O ENCLOSED ON ALL FOUR
SIDES AND LANDSCAPED. (TV) �:''
r4' r BUILDING HEIGHT WILL BE 50' ABOVE GROUND
SURFACE
PROPOSED 5' CONCRE � - -- -_ W� J0 ZONED:T1
SIDEWALK. SEE SHEE r+t
C6.2 FOR DETAIL! r 1 - '� r U g �•0• 5
-a ts+ a i-, rao i PROPO$E0
Z „ 1 Ad-. landowner to north:
POOL HOUSN P POSED p t_
o z � Luis Navarro
y, a o wE=s;z5 t - �. Adj. landowner to south:
Y o • PROPOSE 5' CONCR ZONED:T1 Willis Investments, LLC
SEE ARCHITECTURAL PLAN �.t �' �� �'
FOR BUILDING DETAIL + - 4.. ,y p � ,,�.. J N cn SIDEWALK S AIL
,. - +` SHEET TYP.)
1" a Q I Eti x
ZONED:T1mgw - o ROPOSE 4' TT
o. 0 \ '1"<�V �' w Nc TRACTOR To 420' OCEAN HA RD AEC LIMIT
PROPOSED SITE LIGHTING. SE 'm `� v'xi'\\�' Fi�Z� PROPOSED a o P DE HOP DRAYNNGS
MANAGEMENT AND ENGI EER PRIOR T Bg
POND Z INSTALLA ON N :T1 as scaled from Town of Carolina Beach map NpD'
o (added by LMG)
` .a �> n Y GRAPHIC SCALE
U
1 O C PROPOSED HANDICAP
PROPOSED LANDSCAPE ARE RAMP. S DETAIL 40 D 20 40 80
SEE SHEETS C7.1 FOR DETAILS SHEET C6.2 (TYP.)
523° '00`17✓'r :> 2bIIDO...
40 FOPOSED HANDICAP �" ee
t
RAMP. SEE DETAIL ``�''�~'
SHEET C6.2 (TYP.)
WOODY I'IEWITT AVENUE LPROPOSED LANDSCAPE AREA
{OR.iF<LY r;Y 5T RVE.5%:JTH} SEE SHEET C7.1 FOR DETAIL
PROPOSED CONCRETE DRIVEWAY 15a KGHT OF'NAY}
APRON. SEE DETAILnl\/I S'O N O NT
Land Management Group, Inc. CO AS L CAMA Major Permit Application
Plan by WK Dickson, Wilmington NC Environmental Consultants Lakeview
WK Dickson Project Number 50066.00.WL P. g Box 2522
� Wilmington, NC 28402 SITE PLAN Ap
plicant: Lakeview at Carolina Beach, LLC
Plan dated 5/10/2005 910.452.0001 (p) 910.452.0060 (0
Location: 305 S. Lake Park Blvd, Carolina Beach
LES
C:ICAMA102-05-2661rigures Date: 7/5/2005 Sheet of J

.....i o • Oi♦iii•00iii
I .i♦ii..•♦ ^19� . �...♦♦♦.♦..
....♦. t ♦♦...♦.♦♦..
.♦...i Ate"' 1 I��A�i❖.•♦•♦•♦•♦❖.
Ix
IX
-IS peiv!
EXA
PER
•. ... .'iiiiiiiiiiiiii�
❖.•i.iiai .•iiiiiiiiiiiiii! •' ! •
...... ...............
ZONED: T1
ZONED: T1
x.
.•iiii'i
...♦.• • O• ♦4 00PJ.4'O.•JJO�. :�. 000�O�i. I:OJOJ�0000�.
•••• ! • ••••••••♦♦♦1 I. a "ia••oii• 1 e •...•
! .•iiiii/ .•i'i iii'iiii .•i:'�:•i
O♦OO�.�i •�����•iiiii• 1 • Oi!.j%.•i
•ii•Diii ® O.O •ii�' • i
2•iiiii _ � ►•ii '•• 'iiiii•
����/ • • • •iii:ia%:°�:•iiii�iiiiiiiiiiiiiii!.•i•+•iii�♦•i!iiiiiai:.•iii
•� � ! 1• �•••�•'•••�/I. e • i//,///I O;•i+:�:Q♦!♦!.!♦�.!.!.:.�.!.!.!♦!.!.!.!.!♦!.!.!O_♦�i�il:!i!i��Q .�i!:!QQ♦!♦!.!♦iO.�iOi
Oii�:�':�il •i•0.' LU
420' OCEAN HAZARD AEC LIMI
•❖+�•�ir•. .♦ie.�. a♦.�i♦♦a
EMENT
MANAG
♦..♦♦/
Oiiii i .veil v•.!Oi
O♦p•♦•.�•:•....�t �-.-���vv♦�� ........ =�==•-------•---•-•-•-•-•ry a-v��-vv�. .-..v..-�-v-��v----♦-'i•'Oii 1
'•-• ! 1 ��.-•VTv•-•rv. e:..♦........♦♦�....♦.♦♦.♦♦......... + ��.-�•rvrr.y-rw•v-rrrrv.-rrrr......♦..♦.....♦...:♦♦♦♦..♦.♦:...
.:iiiiiiiii' Pa•+aiii�r+��0i+:��ii!;;:���.!'i�•i�:j.�e`�a? ;**04ii ♦•iiiiiiiiiiii:QQ�!Q�!!!i!!!!!i!!!!O_i!!Oiiiiiiiiii!��i!�!��i!�!��i:iiii•
.•iiiiiiiiii'ii •iiiiiii.•ii.•ii 00.•i.•iii♦•i♦•iiii♦•i.•iiii! !�•iiiiii•�•iiiiiiiiiiiiiiiiiii!Oiiiiiiiiiiiiiiii�iiiii'iiiiiiiii
•••••••••••••••••♦••••••• r•••♦•••♦•••••••••••••••••••••••••♦•••♦•�•�•�•�•••�•�•••••••♦•••� �f❖*#***4*0 0 4 :❖:❖:❖:❖:❖:❖:•:r:❖:❖:❖:❖:❖:❖:❖:•.•.•:❖:❖:❖:❖:❖:•:+:•:• ' • — •• • - •— —
•• 1
k\v�W� m M
Land Management
Group,
• '
Plan • Dickson, 'irnmental '
WK Dickson Project Number 50066.00.WL Wilmington, NC 28402 SITE PLAN
Plan dated 5/10/2005 910.452.0001 (p) 910.452.0060 (0 within Ocean Hazard AEC Applicant: LakeView at Carolina Beach, LLC
- Location- 305 S. - Park Blvd, Carolina Beach-- 7/5/2005 Sheetof

0CoMlw��
t y 9JR'
�a I YIO i➢ar�rd
W-819v
m
i I I WSW
i IT r
FE F F
31W
FM U11
YIo Comas
I I w_r
' 3ed.door�n►stbn
2r-7 Wr
,it 9
b
9lr-9 3W
I Ord.FIM lbrgoo
Mndm
1W
12L Fbw Ebvgm
Fi
ftaed Poor
U 5?
.--)� © -
o`v`S\O PGEME2�I MA Major Permit Application
OPSIP`NAP` LakeView
G Applicant: LakeView at Carolina Beach, LLC
Location: 305 S. Lake Park Blvd, Carolina Beach
Date: 7/5/2005 Sheet 6 of j

® Er M a
t��I FHHI M .
(1 ��sCAMA Major Permit Application
LakeView
U 5 TO
Applicant: LakeView at Carolina Beach, LLC
N OF EN
p\�1\'NGEM Location: 305 S. Lake Park Blvd, Carolina Beach
GOPS�PL Date: 7/5/2005 Sheet of l�

15W VARIES(6'MAX.)
B r
A ; TOP STRAND MIN./10 GLACE 5TAY W,RES RIGHT OR LEFT
/12-1/2 GUAGE D+35 YAx TURN ARROW
LINE WNtFs Mel.
8 aAss aAss
tf
/12-1/2 WAGE 1 OR I I OR E
YATEIIAL BACKFRL
8 J0J0� 3� F 4�
yp ��"�• D/4U4e
/2
i Q CONCRETE CUSS I
yyBOTTOM STRAND MIN.f10 GUAGE MINL �Y
41
s...
� R COARSE AGGREGATE .1� STEEL OR wooD POST CLASS "A" CLASS "B" -IIr,� .
YR d PLAN VIEW FILTER FABRIC GENERAL NOTES
Y -ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR
S0•YIN, F61 SLOPE -PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
5$ ems'DIVERSION TO DREC7 RUNOFF FROM R/w ENT CONCRETE PAVEMENTS,PAVEMENT MARKING
NOTES ENCROACH INTO INTERSECTION AREAS.
GROUND LME .I 2 n CLASS ASS SYMBOLS SHALL ON PORTLAND NOT BE PLACED ACROSS TRANSVERSE EXPANSION
WEREE SHALL eeE A MINIMUM oof 3'IN I 1,1 OR If SECTION VIEW WIDTH AND�iµ1 HAVE A ABNiUM OF 6 1v BACKFILL yA�LL JOINTS UNLESS APPROVED BY THE ENCNEER.
ff� UNE WIRES W/1T STAY SPACING
2,NTER FABRIC SHALL BE A MINIMUM OF o
36 IN WIDTH AND SHALL BE FASTENED F
ADEQUATELY TO THE WIRE
TEMPORARY CONSTRUCTION ENTRANCE 3.STEEL POST SHALL BE S'0"IN HEIGHT -� b'
AND BE OF SELF FASTENER ANGLE I D/+ PAVEMENT MARKINGS
STEEL TYPE CLASS
N.T.S. 4.WOOD POSTS SHELL BE A MINIMUM OF 6' $n at E EraO" Y 4•AN. ARROW SYMBOL
IN HEIGHT AND 3 OR MORE IN DIAMETER BFDDNO -
WIRE FABRIC SHALL BE FASTENED TO WOODEN Y
POST WITH NOT LESS THAN/9 WIRE STAPLES N.T.S.
1-1/2'LONG - ANCHOR FILTER FABRIC
CLASS "C" CLASS "D"
SILT FENCE BEDDING DETAILS
N.T.S. N.T.S.
17.6 17.5
SHADDIl FENCE 6"THK.CONCRETE
4000 PSI MIN.OR
'ED AS SPECIFIED IN
THE CEOTECH REPORT
r------------1
�9•CHAMFER(n.P) 6"BCiHMA C I -I #5 BAR CONTINUOUS
HIGH
I Fg0.l�w/C C. I �IID 6X )2.9X2.9 WWM 1/2"E7�N.JOINT- 05 BAR CONTINUOUS
I (APICAL) I AT MIDSLAB (TIP)
I B '� I � 1 4SLOPEFT 8'THK.CONCRETE ,m J(--r,%- 6X6-2.9X2.9 W1M1 - FlN.172.
I I 1 YNFIUM I GB 4000 PSI MIN.OR - X _. • AT MIDSLA 4
TYPICAL CONTAINER VARIES WITH EACH TREE SPECIES - I I I X�Y - ASSPEECI SDOLLARD PECIFIED IN _ x y. X"6.
I I I s'-a'loci�I -.. I
�• REPORT
3'PINE STRAW N N 6"THK.MIN.
CRUSHED'ST3-4•MUDDLE RNG I I I I BASE OR AS�E CRUSHEDMSTONE ;
CONTAINER ROOTS I I I I fff77J000
PLANIWG SOIL VARIES 1 I I I Tc RTH
E G TECH 6• 12• t2• 6• SPECIFIED
AN 6• 12' >n ST.GR.
S01L I I I I COMPACTED SUBCRADE THE GEOTECH
vAIEs t I I SECTION 'B' SECTION 'C' REPORT
I I I SECTION D'
(SE'E SECTION V FOR SIMILAR N01ES)
I I I I
I I I
CONTAINER/POTTED DECIDUOUS TREE DETAIL
N.T.S. B o FILLED
PLAN A r-4• Iy BOLLARD-PANTED
DS CONC.FOOTING 4,000
ISE P9 O 28 DAY
GATES-SHADOMBOX FENCE
i
COLOR TO MATCH WILDING __._—
DOUBLE GATE DIX18LE GATE I I -
�T D VARIES NOTES'. isi CAMA Major Permit Application
(POTTED)91RU9 1. FOOTINGS SHALL EXTEND 16" I I
SHADONBDX / / MINIMUM BELOW ADJACENT : I Lakeview '
FENCE-COLOR EXISTING GRADE L.J
3'PBff STRAW TO MATOH BLDG. m / BELOW FROST DEPTHS PER ea
3-C 11413131OLE RING LOCAL CODES.SEE SOILS
B'BOLLAifl /U REPORT FOR ANY ADDITIONAL
LakeView at Carolina Beach, LLC
PLANT BAIL VVARIES >;'-0•HIGH DESIGN LPoTERIA.
I,I,I
PLANING SOIL 2. FENS R tm ro uAWH1 BkDINc 12'UTA(4'
Shc ' `S.EVE FOR COLOR UNLM NOTED OTHERWISE. BOLLARD FOOTING Location: 305 S. Lake Park Blvd, Carolina Beach
GATE STOP
SECTION 'A' 7/5/2005 Sheet /00f
CONTAINER SHRUB PLANTING DETAILCONCRETE DUM PAD DETAIL
-q19Rt-
NOTE !( - CONTRACTOR SHALL PROVIDE PHOTOGRAPHIC OR N.T.S.N..T.S.T.S.
N.T.S. SIMILAR ACCEPTABLE EVIDENCE TO THE OWNER'S CONSTRUCTION
- MANAGER UPON COMPLETION OF STEEL PLACEMENT. �y
INAL IGN OT RELEASED FOR CONSTRUCTION
�CA
RFl c�cFn F'tlB DAIS
RM YN AAS SHOWN WI�G 28w APPROVALS LAKEVIEW AT C INA B EN LAKEVIEW C6.
artAw BT °�'EOT DIIE WK [phone] s �� PLANNED UNIT DEVELOPMENT
RM
�DICKSON - _
B WNC
J9PB 30086.BB•,� DI6ae L«a0oas: 1700 TANG TAR NP` CONDITIONAL USE
REV.NO. DESCRIPTION DATE fIERN[ PIDraATE community hfraetructure canwttontB North Carolina G��9a Q€ WEDDINGTON, NORTH C 10, 7
REVISIONS CI—OETALS 05/10/05 South Carolina F11211 RECORD ovr- eVr�d R., GENERAL DETAILS
o`

11`RADIUS 40A SPIKE 0.02 SLOPE D•, _
�� __ J11-
N = :•.-.:•.^ ' :::i' :.i';''J`i' L".•!=yr:'.:'� J 2"IUD ,J.A'- DRAT A,S FOOT SPAM.WY E ACE O ERA A W OUT I ugh a TMH,N
W116FACN[Y A4P0(T F,N iK FACE iCIBI CAI E O1 %U T111101fi l,E
.1 %:`::�?': ',�•' :':::''•::':...: 1T9i 6 TOWMATES AT 10 FOOT RIIERVAI9 J SPACING MAY E ALTERED as U
N am' G�,� m - :!::•:'" - - '..- -:-:;'••••.:"_ 1L By OE E mmm ro PRE`9 UNCOMMO11ID tl1APVIC. ,`•l
9 S 0� cowv, .-PON AINTS MAY Be WA,lID HF r1E USE OF TEMPLATES OR
S _ JOINT FILLER :::y -JOINT SEALER BASE COtABE 1a4"RADIUS VAR. F<„ g1° BY�IDPI.A7ELA,W OFP1M'�=,OF 1?�91M�'eE aarA awr EVR�Im o„o..Aro •m.on
t~ SNOWING EX MION JOINT SURFACE COURSE y M coNmAc�n�a,ohs ezarT N r Y r Irww aNe awl BE FEL _ A
�� c7 i� ° 5" MONOLITHIC QONCRETE ISLAND (SURFACE MOUNTED) M AL�'10°0 E m.PYD AT°°RI aTYA15 AMC AWACD T y� °• e
�a 1 g ON ASPHALT CONCRETE PAVEMENT . I M�„�„IN D7Q2 -
1I-..
S AL
HQ > %' RADIUS (USE ON ISLAND 4'WIDE OR GREATER) W�
G - - V G
e ELAN.
... ... O•A 1/r r Y
7 1T A NOIFS
...:.....::.. ..•::.-•:::'1':::'�;:::y',:::�'<:'1 '�'I 0° l9= b �J,.. ._1 3•P ,.,nO M,ENCM OF IK,SRN.VII°�t L• �� -r���r'a'�".i.'�:z.. '�:°:.;a�;:.:$.� _ 0.04 SLOPE I /
_ _ _ _ _ N _ °• '/•. 2°.E 1GlS M WMOIY S,Vf OWCIOI N,T
$� )? JOINT SER. PAVISIENT DEPTH. - ire,"""r.
EAL
T� -T' �':!Y":}' :..`l�'•��_:JT
T._.1K R
LAST l.AY61 OP S N A 1r11-OINMFD W.WEL IX,@✓a DE AN,DI
F •'
^i?•'-::•:is:•-:::"::::-'-:--:.:::.:..::....::':-::: -..::2 �''..�- ' I b w TxE cwvea Nwrs m Ax aEYAna+s r
zal SNOWING ORWED JOINT PAVEMENT SURFACE I :r I -7
COUINE SURFACE COURSE 4°RADIUS eE BOM rANBDMr B sun®AfwY HXMM raA,D :'.tt'.''. I 1 Aa°�t nc W,alw wrATae RC S aR m n,E
TOP 0➢!BAWL WCI(VDI 6 Iffi
FAM
9M - Zm PARTIAL LONGITUDINAL SECTIONS BABE COIWSE BIID6R COURSE 1�{° RADIUS °:ram`°1 AE a1p1M°1MANO
~:ar�w�m aiml°nc AnwwAm,.
D OR EXISTING PAVEMENT IL
m OF PAVED ISLANDS 5" MONOLITHIC CONCRETE ISLAND (KEYED IN) ss•"'�"""D T°'TT� PIPE OUTLET PROTECTION
)REVERSE SLCPEI 24•CURS AND GUTTER
Z R ... ON ASPHALT CONCRETE PAVEMENT - CURB AND GUTTER N.T.S.
(USE ON ISLAND LESS THAN 4'WIDE)
g94 WHEN MONOLITHIC CONCRETE ISLAND IS ON TOP OF SURFACE N.T.S.
yT.��
COURSE, DRIVE 40A SPINES INTO SURFACE)RIDER MONOLITHIC :a" DIA. DEFORMBARB 9" w, ppp M
CONCRETE ISLAND'. STAGGER SPIKES ON 2'CENTERS EACH WAY. ON 240 STAGGEREDtill 0.0E
IN THE CONCRETE PAVEMENT(ISLNO) AN0 CONCRETE ISLAND •.-+.•-:-• •.._:::+•':; '•
(MONOLITHIC) PLACE It'EXPANSION JOINTS AT SO' INTERVALS ':..:.::..:..:''-_. :.•::,:7-7..:::.:.: .:- 1 w»®RESERVWED
AND GROOVED JOINTS 1" DEEP AT to'INTERVALS eEtrEal 774 RAOIUB 2" RADIUS = RESERVEDEXPANSION JOINTS. _f ITHIC CONCRETE ISLAND Q PARKING FIIOPAHIaO!ARKT
(SURFACE MOUNTED) ON CONCRETE PAVEMENT J ATUNE UP TTE JOINTS IN THE CONCRETE PAVEMENT(ISLAND) Vgpram c JOINT.SEALER
WITH THE JOINTS IN THE CURB DR CURB AND GUTTER.
JOItlT FILLET MrIMO `i=
FILL AND SEAL ME TOP 1¢° OF THE EXPANSION JOINTS AND 02 ELOPE
CURB AND GUTTER S CONC. COVER
THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER. AS f1I1 FD FOR ON 0.
PLANS' - MAXIMUM FOR JOINTS IN THE CURB AND/OR CURB AID GUTTER, SEE SURFACING ...... rs 2s0 MAXIMUM OREM::
STANIURD N0. S4S.0T 1 OF PENALTY r mARIAGE Fu or A:
KSM52.01 - PAVED CONCRETE ISLAND 852.01 t 2so REPORT l,L
OIAM )ION CUM)ANNT AT NQ 0.G MAX
an61 ONFLCOU 11 PoOTAQ E4
DWI NA U.AND AT PRIDES.TAP TAS AND
CORNERS OrIELs NOTED oTHEBRIEF)
_.
..,.--.-�..,.,:..,.__>,•_ SIDEWALK CONSTRUCTION JOINT
r 8y N.T.S. STANDARD SIDEWALK DETAIL
fIWrAY/1'1Pe.T '"'T ,MORE ALL rG+s SNAu BE PEL AaA CmE N.T.S.
I A LOOP �� aE�I rEn r.,al Ne PAmule
tY UTTL= SPACE.
« Cr
S `3) °'e` °AB' ILL. =Z HANDICAPPED SIGN
Tm H � N.T.S.
< rA
N
SECTION B-B �v~i 0E1"T�` pEEmmc - - srua� iU O
a"Em"e'� TA010 -
SECTION A•A cyl N D
ISOMETRIC VIEW O
-••+ C17 r O
cp
Z IO C, M �WIROi ilei WWI. {L o pO O�Opppcf��� SLT eN01�1•fOCE` l SECTION -A r (D
•—"G— z f swPE.auAEL FLT,x Mac rMw Gem wen Ao BRv RFe1s CD OD CD
1 rvA T` "RY�'TL__ DROP INLET PROTECTION v n
w y--� .s ar,r, C
r--N I I �c� S T. N.T.S. cn T. G D
O mANDiI ANaT L1Dd1U( - (y
- DiIW.LET �• W 00
r ' .m ■ill ORAro 0
/ � �,.X.(Amr) mNBTIN Amn amENT O 00 r
S.maAPDe Fr011 FSOIT am d BTWuIX
TO SLOE WDE OF 11:1(S.SR)sms. i I DGHLVTRUCiIOx SPfl3,CAVORS fw-
Em. �+ O �-
ral raRTa a 1cXe �.
•uDX OF ti®u.X THlgr rmunm Fpl ALL ,..I -
BIDMpLR SLOPES. L11mS. J ,.UY ONE B,DIX OI EAC',SIDE OF THE SIIIUCmRE ON ITS sm W THE BOTTOM ROT m
••SAIB,01
K MMLR.04.BEW[e®POl - -ALWN POOL DRANP�2 THE mUUATq SHOLID E EXCAVATED AT(FAST 2 RICHES®0 V SU
LIM 01 m O.M. 'B'E, (w YOIe 11' 1w i UA THE PEST Cut THE STORM GRAVE RACE THE BOTTOM ROW OF BLOOD AGAINST THE EDGE OF I—
W
PLAN VIEW THE sEDID.O LATERAL FOR uTETw. T ORr AID m AVOIN rASN C C D�OCC ST uGctas lrT ieP
F ROUGED,CAQORMIMO aRH'OfT ro aALAEDBETIr,mns BY FMwac Df4,ROOD SONS (D
Oft FLOANY JTHINDuw snot artPNHos !v(40' ROOM 10DTN) 2 CAIEnaLY m RAmOVE KADI CA COPARAINE/IE MESH YM 1/2--RIP,ope om PAVEMENT T S
P
TTOwBAr PaADBAr awe ML eEnaA aPovws ro MISD aMA,EL n nA¢
P(UX�er�� rEAB BRSDL
'1 ® S USE IS MP K ON 21 m,/SONG,T RAEEX."IT z HOES BmB DE TOP , O��/
"84805
_ " a DE B TOM OI A t1 AOPE O!RATTER Ax0 9/0OD1 rt ro AH EVFI,fRAOE DOT p7rAJSP STOME(OT FWIMI� CDNSTRMTIOM] F mu MH. EmOYAIR OA! 848.05 M
CURB INLET PROTECTION N.T.S. FIN L D 'NOrT RELEASED FOR CONSTRUCTION
wH
SN CA
uAHrm oeAwa seuE 909 MARKET STREET RASED FOR DATE
RPSaT AS VALMINGTON,NC 28401 �DV� LAKEVIEW AT CAROLINA BEACH, LLC LAKEVIEW C6•
RPB APRIL 2DOB [phone] PLANNED UNIT DEVELOPMENT
Eaa DUDBE.DD.XL WDICKSON OTr°a Location,: �DRDN s a DS 1700 TANGLEBRIAR COURT CONDITIONAL USE
REM.NO. 5 DATE ,fix o/� community infrmtructuro c°nBPltont° South GorolCarolina Flo�aa Dom. �`, ,p� eJ WEDDINGTON, NORTH CAROLINA 28104 GENERAL DETAILS 7

3:1 SIDESLOPE v
ab10 FT 10'-0• MIN. �S�c� uasee onessieE wren. -I�-
'e BERN Cy- Fi="y� lore:ure rveE•e,•F•Aw Y ORATE
1-INCH STORAGE " a � Ilia < o�
All — — — — — — — — to F — — — — — — — — — I SCORED LINE I g$ 1
8$ NDRUAL POOL E7J:v— —NOFAfaL FOOL— I 1° DEEP I �'
sil
3:1 SDESLOPE FT` \ I I .'j� of arl. .tuin
$j
$$l \\` 6• CONCRETE SIDEWALK
3.1 SIDESLOPE I �� •!� T-T-Y
t 6.1 SDESLOPE I I saml■x-a T�
Is FORE BAY REDALO T P ORk SEED I I - .__J 1GCr[a.R ■arslw.MI
�rt[} (ARGOSITS ALBA)
B b POND BOTTOM I 19 py�,S■ATa,a IuOP A■SY I'll" g
888 I EXPAN90N JOINT 1/2" I w
5 m �(e, _
PLAZA I � � PLAZA
€ E RFACE AREA SURFACE AREA FORE BAY FORRE BAY I 6•DRIVEWAY APRON i > $E yq v
NORMAL POOL POND DEPTH 1"STORAGE REQUIRED PROVIDED VOLUME REQ.:VOLUME PROVIDED I I ~ysp x a •■ K• 1' o
2 (FT) W ■BtIMI-IJ , a J-
POND NO. ELEVATOIN ELEVATION (SF) (SF) (CF) (CF)
R 1 5.0 5.0 6.0 3.222 3.238 718 864 8 W o
L
W
PAVEMENT
i6'-0" MIN
EXISTING ��� N Par.F nA■ eccrs'ul',M �
x PLAN Id I
POND CROSS—SECTION _ 6
N.T.S. 0' 1 ..-RLA
- 10'TO 12' VARIABLE s'-0" ` �
ECfIGI-KK "x-11
1 4'PER .,j.,..,"i,•. iR ■
-`': -' wm N£/ATIOX '�T10' "" 840.03
840.09
EXISTING PAVEMENT EXPANSION JOINT
USE ON FLAT ADfS 2 SECTION A—A
AND 5- 5' R
0GETAIL•IpYiRq TYPES OF GRATER
�<ISO�_
3 0o 1.6 ACROSS ENTIRE OPENING USE ACCORDING TO WATER FLOW. ----'1
MEW MEN Erx W CURB FOR CONSTRUCTION ONLY g� a 1��
IS USED IN PLACE OF HOW �� T 3-
-+EDFGUTTER LINE o e PAVEMENT 3/4"DRIVEWAY g Crne'a" CrnE'E" CTYPE'F"TiTt
NORMAL CURB AND GUTTER ON LIGHT GRADES E-- PLAN SQUARE EDGE OF ! FLav —WAG— wrmFLaI— K^
- J— CURB AND GUTTER EXISTING PAVEMENT �'�' L '
WITH CATCH BASIN ON STEEP(.WADES ------------------------------- -
GNORMAL
UTTER - ■ 1 144"
LNE I ��DIN o ADES FORMING DETAIL
/48AR5'Y I iFB BARS''A" .BARS V _______________________. .J
J 1 SECTION G_9
gsTION R—R 3EQt"�---ILLY RESIDENTIAL DRIVEWAY STREETS WITH NO CURB ---_------------------------------ . '
_ 6• -w7ER FLQI
10• DEPRESgD III /4 BARS•U' --11— S
GUI-IFR L.
3•---I -�1�3• 1.5• SD 8-05 SECTION A-A E e<L N.T.S. BI "F° TOME E. TYPE wI� fi
ELEVAnON Ir R
NORMAL CURB AND GUTTER ON STEEP GRADES F m 1 R/S8E0 FlME MR08
Resn SFrnON S—S m 71"A. GNL01 ARRG/ m I I�1 W MEN
D o
n < A B C D E o
h• Q yy.l l S
aA , B S ENON-SHRINK GROUT' Ir SLAB tB'-24• s 12
, ,a4_! h _ 1h I I>24' ' ° " ' i " ' "D = AS RED'D 7' 8• 8•19'MAX ADJ.BRICK CR AS REQTJ e' 8' 8" 10 JSEGrsa A-APRECAST UiYELWO RINGSTYPE-F -MANHOLE STEPS .03 6DEELE nm FND ELEVATION ��JOINTS 1/2•.1/8•THICK. AS SPECIFIED
WHERE 42•TO 54•PPE IS USED. WHERE 30'TO 36'PIPE IS USE _CLASS•B•CONCRETE TO BE USED.
SFrnON M—M SECTION J-J _THE POURING OF FLOOR SLAB TO BE : NGRON0-I1sn►x oG
ACCOMPLISHED BY FORMING r=AL)
E -USE TYPE GRATE.PER STD.NO.840.03 1,rr'C - GALVANIZED BAR GRATING 1°x 1/8'BEARING BARS
-JUMBO BRICK WILL BE PERMITTED. CONRETE FASTEN WITH J-CUPS,ATTACH TO A i 1/4'x t 1/4•X 1/4'
BRICK OR 4•SOLID CONCRETE BLOCKS MAY BE 10.0 GALVANIZHD ANGLE FRAME. MORTOR FRAME 70 TOP OF
USED W UEU OF CLAY BRICK. OUTLET STRUCTURE
I A M J u B J -IF REINFORCED CONCRETE PIPE IS SET IN - PPE■-
m BASE SLAB OF BOX,MN.OF 6'CONCRETE 1
SHALL BE PROVIDED UNDER PIPE OPE: ,•/FOOT
-FOR 8'-0'IN HEIGHT OR LESS USE e"WALL. E 0'6, 1EI--6.4 3i�SOH.40 PVC OUTLET
OVER 8'-W IN HEIGHT USE 127 WALL TO
6'-0•FROM TOP OF WALL.AND e'WAIL FOR THE 6'MIN. MONOJTHIC
REMAINING 8'-0' -I BASE- FLOOD POOL EL-6.00 •
PLAN— PLAN FILTER FABRIC a THICK CLASS'B'RIP-RAP
NORMAL POOL EL-5.00 /
T G F1EV aTt. T�y'.sne f�j 18 CULVERT
'�■ BACK X B.
OF GURB A N S�E PUN "� _ WAN EMERGENCY SPILLWAY /
6;1 SDE
.— Y r a. B e. NOTES: N.T.S.
e s T. m _
x 2 FT MIN.
A OW o� m + D INV. 1.S PSI MN E.STRENGTH CONCRETE.
SEE P 2.MANHOLE SHALL BE MANUFACTURED IN
T ACCORDANCE WITH ASTM C-478,
OUTLET X T. 3.MANHOLES SHALL BE VAWUM TESTED IMMEDIATELY
ELT
SEr-TION Y—Y PLAN SCC I ION X-X AF1ER A55EI�LY AN PRIOR TO BAQffIUAa
-- 4.SEWER GUARS REQ'DD W ALL MANHOLES.UO4. IO.O' \1J1 4'X 3'BOX
MN.DIMENSIONS AND AN F CK CATCH BASH STAINLESS STEEL SEWER GUARDS REQUIRED IN \.\U1ry'IJ�, REINFORCED
CY)VER RBNFORCNG CUBC YARDS OF BRICK MASONRY I
DEDUCTIONS MANHOLES LOCATED IN TRAFFIC AREAS. CONCRETE 80X
CONCRETE IN BOX Ht HD FOR ONE PPE
PIPE SPAN WIDTH WIDTH SPAN MIN. 1 HEI DSAENSION BARS-U BARS-V BARS-W TOTAL 0.5'
A TW PRECAST CONCRETE MANHOLE 5 2
, _ _ - - - - T'� 0.321 U'0 IX ASE— — ABD'En.321 o. o. N.T.S.1.7 MIN H7 0 784 J24 - - - -" n6 1 4 1 0 FILTER FABRIC 16"THICK CLASS'S'RIP-RAP v O QF ,^.F1kg1T STRUCTURE DETAIL
4-4 4 JI-64-1 4-1 45 G747 4 0. - `V`4— — — 4 ,. ``'\S` �/':� N.T.S.
4 - - 1 0.321 VLt7 H2 CAMA Major Permit Application 0 PN_D _ — _ _ _ _ FOREBAY RIP—RAP ,`P� `v`
CURB INLET Lakeview N.T.S. FINAL - NOT RELEASED FOR CONSTRUCTION
N.T.S.
Applicant: LakeView at Carolina Beach, LLC
LAKEVIEW
RPBDYN LAKEVIEW AT CAROLINA BEACH, LLC C6.
APRIL 2D� V/K Location: 305 S. Lake Park Blvd, Carolina Beach 1700 TANGLEBRIAR COURT PLANNED UNIT DEVELOPMENT
°^°"" WDICKSC � CONDITIONAL USE 7
30064OO.YA WEDDINGTON, NORTH CAROLINA 28104
REV.NO. TKX °A� Fu __ �mnty bifraatru�Dlre awou Date: 7/5/2005 Sheet �Zof �� GENERAL DETAILS
RfIASI(YNG C6-DETADS 05/l0/05

Ss STREE7 RIGHT-OF'-NAY BRAS! AREA GRASS ARLA
Ce3 OR AS NOTED.ON PLANS - S"
; ! PUMPER _ r
FIRE HYDAAX7,. NOZZlL TO
fBE PERPERDICULAR TO STREET MINIMUM 3pp0 P!1
CONCRETE PAD
•T SEE DETAIL
zsELEVATION A9 '�' .. .'. !
• +•,:•• S_:�. NOTE: ; ; 4•IN OWN -ON PLAN ! rt TO ■E PL UEAB. IF AD,►USTNIENT
Sig 8 Y IS RECESSARY AFTER PRESSURE CAPITOL FOUNDRY t
TEST, RETEITIN0 MAYBE NEQOIRED CAPITOL
z� BY S.U-C. _
=a WAFER o oe
GENERAL FOUNDRY �•
£ �a � • VALVE BOX SMALL NOT Bt
a #OGE-2
CJ INSTALLED IN CURB B GUTTER_ '
R� GROUND LINE t y
VALVE BOX
0 0 °
RONAC i ��•:
GRIP RING OR I I RONAC GRIP RIt18 OR
jig UNI-FLANGE SERIES p URI-FLANGE SERIES
g�$� •- I3OO/1380 rl 1 I300/1390 -
DETAIL
p99 PROVIDE ROC! >111ILL
AROUND WEEP HOLES
PRECAST CONCRETE COLLAR
�~ NOTE!
VALVE BOX SHALL NOT I* INSTALLED
8°GATE VALVE 1N CURB IIIGUTTER. -
FIRE HYDRANT INSTALLATION VALVE BOX COLLAR DETAIL
N.T.S. N.T.S.
"CAROLINA BEACH WATER SYSTEM DETAIL" "CAROLINA BEACH WATER SYSTEM DETAIL"
rx°B aNAL_ AE Nnot JtlrS A[TER @CX aR 4LV= Say
A T—N4 T4DD.E ea[—.100 [NA__ m N[TALL[O O17N
C IaE Gig OE WILSON cola i 41.
LATER SERVICE DE TAS
RF$ULYANT fiHAUST AT Ptt71NG- AT 150 :M S[I: WATER PRESSURE
TYPES OF THRUST 'BLOCKINGi; _� st• a•1 rm IAU
TOtAb POUN - _ '/ ::/ I •'r�� �.-.-SIMS ILO
NOIA. DEAR 90° 4S° 22 d/2°11 Il4a - �:� r+D•`"i T. 1- +� I•� 7: J +
PIPE END. BENID .:BEND BEND SEND ''q1A. _ .rr.Ec'. �e►,Aas• -nt IaALLEA[LLI
OLG`wry /' 1%4 F ,F T►CxL S
OO
2 TGO S,SOff 2 i00t;100 530 ! .•:1 -
$: 87pp:. IS Sdd :T 400 3;SDC t$04 / - -S
EaAr<s-fnpm t'ra1 L[qr,I
z h1•
VARIES 12_ ?Q l00 29�p00 'S6 p 6'000 4000 _
NG ASPHALT 1:'. 27 Gep ;;sm 1D0 fif'ODO D AOD -_"' 0
I 7D0. b0,i0O:.2T ZOO 14 a O T p00 ~
y 12" 12" IS:� 44 DD i3400-�54 00 .17i800 6400 f� •� DDJ[LE ETRir n'
MIN. - MIN. 2O; l860 TYs00.'42,100 Z1,b00 1J] 0 - (I I ' Il•, sRAEa (ADDLE
2.q 78 O. 111 Opq.! OOO.bI IB 4A0 ( ' I ,L O
2.1-2 ASPHALT PF72 30 206001T0 fG4 G2�300 .}7 OO 3 ` �� J y T1,' ~ D
NtA07 SPEdFlCAT10N5, ,��� Ate.= �L ,'� �a[aSla v:>•rL!
T2;800 44,4E i .G7b00 CTI W
t[N.OR EXIST.THICKNESS :4P 33.900 _ _ 4 �y -_c_r=c - i TVFICAt t \r O r D
O b30 78 0 d 'TOO ` aJo az°� GDN.°�Ixn°N IV cn DO
36" MIN. ;$ 304 D 700 q8 O t T O
8•ABC STONE a1z[•►'' wcr r• 7C
COMPACTED TO E4: 84I00 64;f 20 94 3B' Q 73 00 - YE7l6! S[ALL @E PR[C•a qN 0 (n (D
95X DENSITY. .::SOIL BEARING- LDAD. .O _ __ __. 6CNVICE LIiE"TYfE K BCD77
\ QI O
.:. I k$S D.-►T �. 7_ -__- __ 90Fr C�ns[R f _ G
CD
COMPACTED BACKFlLL } - �•7.�
95X MAX.DRY DENSITY '! - L - •I c.h1•-.�1 I (U C) -_•
.8:. I DIRECTION CNANG ,EL6flw �, I'��'��' ii METERED VE411M 51 -F'SI.W �- O D
-1< 7HRU ia]0 COIINECTIO[1 TEt[ .. A-10 9' (D W d + 24" NRRD xkr<Y. - •BOO .. - 6-s I Ill
. 9.T}!RU LINE CONNECTNNi CROSS,- `.---—- I (D <tD I3fiYTRAt1N£.' THE SIZE OP A CONUt£TE THRUST BLOCK AIVIDE UStCD 'AS tCC `_
OPEN CUT & PATCH TH6 YDtAL FgHGE BY :7H£ tNtARIHG vAavcs Df THE SO}L.THE s,CHAROE..,LINE SIZl,B£DUCER. FEn. ° I•rEr_LE6 aE[YI[[a L.� �D O
QDDYk£Nt tI#k 7H£ "OF THE E£ARINO-:AREA OF.THE '� DIRECTION GNIIHGE?-TEE u9R0 '- ---- - MAY @! IxsrxLLED•JNrE
DETAIL — ASPHALT rflR1i 7 etgeK tJv aouARE tE£7 APPBD7i1MATE VALUES FOR. AS ELBOW T - - '_ Tra,eaL uT,IL sR [ C}
vAR[SSUS t y O. •;1 . ,P, .[ns z'. �T o �.
YPEs OF JiOtL AR ::LASTED 'iN 7ABL6 E. DIRECTION CHANGE. CR065 USED J, yT-'� .
N.T.S. N8 ?CESPDNS101I.TV CAN:BE ASSUNED PAA THB ACCORACY OF THE OAYA .IN YNIS A8 ELVOW _ I !';gr'i
.TAGI:E DUE. TO THE.IMAGE�VAA1Aym OP:.J tbtING-.ta'o CAPASIL TIE - -t_D1AECTJON CHANGE I ""-'�
.1 B NOR:CACN 90IL'I Y PE,.. .. .. ..... .. ,.,:.. c
i � V
TRUST BLOCKING DETAIL—
N. DETAIL (DN.T.S. n
"CAROLINA BEACH WATER SYSTEM DETAIL" STAND GANG3
N. .
"CAROL( CH WATER t�STE&&Q AbC
juT
FINAL DESIGN,- �;�IE•7��Q7+Sa7CVlJf ONSTRUCTION
A �- �/
SNOW 909 MARKET STREET BDEAED FOR DATE LAKEVIEW
NILMINGTDN.NC ze.D, LAKEVIEW AT CAROLINA BEACH, LLC C6.
IN°' WK c9,D1 762-«DD 5 s 2 E PLANNED UNIT DEVELOPMENT
'50M0D.° DDICKSON 0 ce La tim: 1 => 1700 TANGLEBRIAR COURT
RP@ 50066.OD.AL ,,,,�, ' ��,- CONDITIONAL USE
REV.NO, DESCRIPTIONREVISIONS
DALE CS-DETAILS
l waT Ma OODRImIty DIhDEtuctun c°Dalltmt[ North O—AL Garoff- Da°ryi° ' ��s WEDDINGTON, NORTH CAROLINA 28104 7
Renaolls �6--oET.,Ls 05/10/05 �w D°��° Fly° RECDRD DIAL. �;?F,M1,p e�r� WATERLINE DETAILS

>r8
NORrwE
SECTION OF
PRECAST MANHOLE waoE BNB
let
C B _ I GROUT I C08 ODtTE 6ECT1017 •h
CONNECTION ti
a - PROF•1^r1 iY I - I REX:eLC NMtT ,IResxn K•BC uusu s.trot
€� LYUE •°"
;k ' MATCH BOTTOM PAD
$31 + a-112'S*difIr PIPE DRDWN i GROUT AROUND
€€¢ SAW-OUT AND REMOVE EXTERIOR BASE I `
COtte /� tM PIPE DFLOW.R. SrAFAMW 4-O.CS
qg# MAINTAIN FLOW. .I t R2NRORtEO COPCKTT
9 CORCPiTE BOY. Ft4<ASTNAMO_E Bflr, \
PRDPERIY JNE p ,..
CY CJ.(R LIi�E ` YARD Gt1MY7'J7l
\\ ` EX.PB'`
r__ \\ / NO.4 012'O.C.EW. \
` - S I
r�'f - ELEVATION �• t i•'
t NrFN E�N�DNw SECTION A—A AEINEMMUENT PER
ttE'ANDur ( `^
L 4TN a.ss
CBI suNs IrYE Men.COVER —118=No - •.ew,a"rxn
1 n 3TND
FIPLUQ I BOTTOM PAD A B C D E Y SSE crown a L .."
t _--- I = <18• 5' 5' 12" 8' 1Ez srECs. wu. .-�-1 T HY
18"OFP P_ ROPE TOP OF CONCRETE 18"-24' 5' S" 12- Ir i hIIN�M" rn•MAIN
45'W/F WIYN tY RIPE " I BASE TOWARD TROUGH
>24" 6' 8' 12" 8' -
.carer
� Via y::t - ;... =.:. +<n>r
INUNF no-as ws WITH 51VEW-Wo W1L ='v A Ii A AS REO'D 7 7" 12" e' �e—--f-i
U ���` AS REO'D 8' 8' 12" 16"
SCI11111,
11 sp AOAP'TER OR STANDAR[I
IN_42 SDF-Dy/!YE MATH
:P1RN FOH-OI�IF AO UY,'E SECTION
N W - '_ -.:- /d00Rease
Or
NOTE NO UMMCK SHALL ei COVERED UP UNTIL IT �C ~'• A:r1 .
PRE-CAST MANHOLE NOTES
A_N PNIPECTEO BY TH:ORY CONSTRUCTIOR IP&PE•'-9
1. DOG HOUSE MANHOLES SHALL ALSO COMPLY
WITH STANDARD DETAILS FOR PRECAST
CONCRETE MANHOLES.
SEWER TAP STANDARDS
N.T.S. _
"CAROLINA BEACH WATER SYSTEM DETAIL" PLAN
"'•L RLrR1 XCLV("
DOGHOUSE MANHOLE _STANDARD MANHOLE (PRECAST)-
N.T.S.
N.T.S.
"CAROLINA BEACH WATER SYSTEM DETAIL"
v 'ply G34 r5-
- H�'�, �r'I I°B^eNre a�tt•cTa. �`a• `Y ysF. aZy pF}
' DOH II II� ILg2 T�T.�-1 LL1 =
yy� 054, p� yRm
1.4
A _
-F� ' ( DOWEL rr`D oow nOi= GENERAL noree: BILL OF MATRIlTA7. poN
D = to >D USE STANDARD OR JUMBO BRICK FOR HALL CONSTRUCTION. SOLID Z j
�-I �Y y� - �r1., CONCRETE BRICK OR BLOCK ARE OPTIONAL WALL CONSTRUCTION MATERIAL ILC
i o G i BAR l8(GIN p
PRECAST UNITS BADE OF CLASS "AA"CONCRETE MAY BE USED IN LIEU A a IZ
PLAN OF BRICK MASONRY CONTRACTION. SUBMIT DESIGN OF PRECAST UNITS a 14 Pa 5'-8" 80.3
FOR APPROVAL PRIOR TO CONSTRUCTION. O 52 e4 i'-4 ° 46.3
sOEE OG�ALMA ES 6,' n (WITHOUT TOP) Y 14 Pe 6'-n 101.5
FOR PLACT4fEHT AM SEE STANDARD 840.54 INCLKIE ALL ADJUSTIETITS TO WALLS BLASE OR REINFORCING MATERIAL STEEL TOTAL WEIGHT 296.8
STEEL(FORMATION T" 7" FOR MANHOLE COVER a PRAYS IN THE UNIT PRICE BID FOR EACH UNIT.
1 8'-0" FI001CC1.7/92"RADD18 HOOK I �( K
BRICK MAY ME UBEO TO O¢ nt INSTALL OPTIONAL MANHOLE IN POSITION AS DIRECTED BY TH ENGINEER. Cu.Y08.CLASS'M`CONC.
C Fmisx GRADE rouuBT FRAME a tOVEx m W O CUT OR BEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2'�MINI" CU.YDB.BRICKIFT.HT, S- 0. m�
s 7( M PLAN OF TOP SLAB „ TO SURFACE ELEVATION MAX. V ¢¢ O 78 IZn CONCRETE CDYEM6E. ETICL08E THE OPENING W H 8 "A"BM8 TIED TO at.me.BRiCK/FT.
C �I p Yn B�"S CONCRETE TOP SLAB LL Z C GI TO THE WEAR MAT AID SET 80 A MINIMUM OF 9 CONCRETE COVER IS Z O
CT M BARB a 71 'Cfa. II—B-° BAR DIMENSIONS ME OUT TO OUT , °e"BARB O Cn M T- ATTAINED. REFERENCE STD. NO. 840.64 FOR MANHOLE INFORMATION. Q
f S DO
r y r•I V H O 2 PROVIDE JLRICTION BDXES WITH MIHNOLES OVER 8'-e" IN DEPTH WITH G
i W CNI
y DOtEL^C.' _- ,i Art O STEPS PLACED ON 12"CENTERS. REFERENCE 87D. NO. 840.86. -
y p.;� m p' a y9 D SPACE DOWEL 'C" BARS AT A MAXIMUM OF 12" CENTERS. I�
r-I ZM C3(J w ri M Dz0 MAXIMUM!DEPTH OF THIS UNIT AS SHOWN IS 12'. �� O (• p� (J W
MMit(,I 9 S 4'.•. m ,r„ n a.2 a - m b CONSTRUCT THE JUNCTION BOX IN ACCORDANCE WITH Q Z 0-
CA O e" C3 M a GO` O SECTIONS 830, 832, 894 AND 840 OF THE STANDARD SPECIFICATIONS.
N.C a :'14 GGEENERAL NOTES w F - AT_Z y 1 (�
Z� Z
7E° =m Z CAMA Major Permit Applicati L tAP NA m ;
p M O :..p•�; PIPES GIVEN M V W O M O
O •I2 SEE IN8E7•A" IN ILL116TM7IOx J I..I(q c LakeViewCp AS J H GO
Z Z C •: Y< DONEL'C° PURPOSES ONLY Z II. 2 Z G Z LL �
Lu
s C) PLANOF BOTTOM SLAB INSET "AN E O FS�'i - Lo' s p U.
K a k Applicant: Lakeview at Carolina Beach, LLC
CONCRETE BLOCK
NOTE 1: CONSTRUCT SECTION"B" OF THE PROPOSED WALL 8"THICK. r-•1
AND SECTION A 12"THICK.
NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0"VERTICAL HEIGHT A e. - Location: 305 S. Lake Park Blvd, Carolina Beach
DESIGN WILL BE REWIRED FOR APPROVAL. ' ' '" '
"84034
NOTE 3: EXXCCEPT DOUB EETMATINFORCING STEELL MAYS EEUSED IN LIEU "Y`BN18 0 1714' 2 OF 2SHEET 2 OF 2 OF HOOK BARS IN BASE SLAB. CONCRETE BOTTOM SLABJ SECTION X-X
(WITH TOP) 840.34 840.34 Date: 7/5/2005 Sheetfl(Of 84o.3a
RUCTION
^tOFCT W""6E" p°A°"°"ruc 909 MARKET STREET RELEASE)FORAS SHM DALELAKEVIEW
w>L RPBWILMINGTON,NC 28401 APPROVALS
�/K [phone] B�rG SEaI LAKEVIEW AT CAROLINA BEACH, LLC PLANNED NIT DEVELOPMENT C6.
°"°`°°" WDICKSON O,i_L«U.— ;� 1700 TANGLEBRIAR COURT
REV NO. DESCRIPTION DATE rLp�e¢O.WL cornmunRy Inhaetructurn DOnaultonv North Gaolne Geor9le CONSTRUCTION - I CC +� CONDITIONAL USE
�,_,ET LS 05/10/05 South C—dir. Florid, RECORD DWC. ;� r F WEDDINGTON, NORTH CAROLINA 28104 SEWERLINE DETAILS 7
REVISIONS 1s,_'PF�.."

�����. • • �� '' i tit�rle Ne<tAD
IV,•���O,NOs tle_ <ti <I•
- NO
• • / d<` -lij♦�I,ICI I,�<itt e: !It N ,'.'<ip, ��N♦toi'
� ' / tr♦til:!. �Iitl`�t�reirl"♦tilsl�%fie%e�<i♦O�`;<�s�t��� i`����� EN
��®'�' !,!,< ,t ?��,s teit.C,<I,I <- :I r.bi i r/i !s <e,i ��.�rz ►
avIItI<t i•I It 'ri w' :n' I..i t_i i,.ei _ :.wl_ �...•.en�si_w_ _:.11<.It wp
<♦•y`I. art <I tI<�: ��I♦j '� �.1 . •�: �1•:.
,� �� � �� <I i`IOjII�i♦iiI ♦IO�INO•�I���I<�_ �tI<♦�
�� <I .< N N tI N Ham" <• •• �<I<,t� � -•- /
I,r<I<tw �♦<ei<tl�jtei`Ie<.t.�ye ��i<i�•I� a-.-. . . 11 .
I � • % '.�.iIO��r CwjF`<w tiCiw�' ��'-,i., • a-•• 1 •'• la• 1.
♦t• t t N'•IO O� � •7 '1 1 . .
���- 't•I t<I SIN<i.I<it�.. ��,���i • -• 1 1
,<i<air t'<t�I�' / % / / � / /�r!� r i) • ,
�is•i�l � .
16
/MENE
� RK..M '1,
PROPOSEDSTORMWATER
C• li SF
������ I IMANAGEMENT
IIII 1
POND
.I:�<!<et,t.i<,t�tr<!w��w;<tts iel <I(<vStIili<�elS:i.<♦!s.•l.:r.�tt i�f<.t� s�w.�e�i. !<,I:t♦s_�.•ttsy<.-.;..'.�—� _ °° .iwan•i?3�.,�.:� '�
-- -- -- . •• Lake View
_ • :ti
v1 t� �Mill
♦' .e7/5/2005
, Sheetof
Ai�l'
NC 2a401
t MMIKLAKEVIEW
—ANNED UNIT DEVELOPMENT
WDICKSON Local— CONDITIONAL USE
S-th C.rairo Florid. PLANTING PLAN
. � • • -• •.