20060511 Ver 1_COMPLETE FILE_20060328

projects
1 of 1
Subject: projects
From: Joanne Steenhuis <[e-mail]>
Date: Wed, 19 Apr 2006 11:46:34 -0400
To: Ian McMillan <[e-mail]>, Jason Dail <[e-mail]>, Noelle
Lutheran <[e-mail]>, Doug Huggett <[e-mail]>, Henry Wicker
<Henry.M. [e-mail]. mil>
The following projects did not require a 401:
Southport Yacht Basin - Brunswick - CAMA Express (DWQ # 06 0511)
Gregory Potter - Brunswick - LAMA Express (DWQ # 060510)
Sorry, the express admin never entered these into BIMS, but they're in now.
4/19/2006 11:48 AM
I
LD -o
AGPIA
NC®ENR
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
March 23, 2006
EXPRESS PERMIT
MEMORANDUM:
TO: Cyndi Karoly, Supervisor ?1 C` r i \s!II ??
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection; r;ll
FROM: Jason Dail
Express Permits Coordinator ?{
SUBJECT: CAMA Permit Application Review
Applicant: Cape Fear Trading Group, LLC C/o Rodney Hyson, Sr.
Southport Yacht Basin
Project Location: The project is located at the corner of Bay Street and Yacht Basin Drive Drive, adjacent
to the Atlantic Intracoastal Waterway (AIWW), in Southport, Brunswick County.
Proposed Project: The applicant is proposing to demolish the existing structures and redevelop the site into
an 11-Lot residential subdivision. Redevelopment would include grading the site, paving
an alley through the property from Bay Street to Moore Street, installing a retaining wall
around the perimeter of the property to contain the associated fill material and installing
a stormwater infiltration system.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by April 13, 2006. If you have any questions regarding the proposed project, please
contact Jason Dail at [phone], when appropriate, in-depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
SIGNEbhone: 910-796-7215\Fax: [phone] \ IntembOLP://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Cape Fear Trading Group, LLC C/o Rodney Hyson, Sr.
PROJECT NAME: Southport Yacht Basin
2. LOCATION OF PROJECT SITE: The project is located at the corner of Bay Street and Yacht Basin Drive
Drive, adjacent to the Atlantic Intracoastal Waterway (AIWW), in Southport, Brunswick County.
Photo Index - 2000: 10-94, D-F, 5, 6 1995: 10-92, B-D, 11-13 1989: 4 183 3, J-L 21, 21
State Plane Coordinates - X: 2296729 Y: 62114 GPS - V-021610A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/16/06
Was Applicant Present - Yes, Agent
5. PROCESSING PROCEDURE: Application Received -completed on 3/17/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Southport
Land Classification From LUP - Developed/Central Business District
(B) AEC(s) Involved: ES
Water Dependent: No
(D) Intended Use: Private Residential Subdivision
(E) Wastewater Treatment: Existing - None Planned: Municipal sewer
(F) Type of Structures:
Existing - Existing motel, restaurant, warehouse building and parking area
Planned - Construct a subdivision by installing road infrastructure, parking area, utilities, retaining wall
and stormwater infiltration and collection system.
(G) Estimated Annual Rate of Erosion: N/A
Source- N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands (Open water)
(C) Other - Highground 87,555 sq. ft.
(including road const. and uplands fill) (2.01 acres)
disturbed
(D) Total Area Disturbed: 87,555 sq. ft. (2.01 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant is proposing to demolish the existing structures and redevelop the site into
an 1 1-Lot residential subdivision. Redevelopment would include grading the site, paving an alley through the
property from Bay Street to Moore Street, installing a retaining wall around the perimeter of the property to contain
the associated fill material and installing a stonnwater infiltration system.
Mr.'Hyson
Page Two
9. PROJECT DESCRIPTION
Cavanaugh and Associates, P.A., on behalf of Cape Fear Trading Group 111, LLC, has requested that the
attached application be processed under the Express Permit Review Program.
The project site is located at the intersection of Bay Street and Yacht Basin Drive, adjacent to the old Southport
yacht basin and Atlantic Intracoastal Waterway (AIWW), in Southport, Brunswick County. To find the property,
take Hwy 74/76 west from Wilmington towards Leland. Turn left onto Hwy 133 at the intersection of Hwy 74/76
and Hwy 133, and follow until the road dead ends. Turn left onto Howe Street and travel approximately 2.5 miles.
Turn right onto Bay Street and the property will be located on the right and left hand side approximately 0.3 miles.
The subject property is approximately 2.07 acres with roughly 130' of shoreline along the AIWW (the southern
property line). Three of the Lots within the project boundary are located on the southern side of Bay Street and the
remaining Lots are located between Bay Street and Moore Street. Currently, there are several structure located on
the property, including a restaurant, motel, warehouse, dilapidated pier and asphalt parking area. Elevation at the
site averages approximately 5 to 9 feet above Mean High Water (Ml-1W). Vegetation associated with the high
ground portion of the property consists primarily of lawn grasses and understory vegetation including Wax Myrtle,
Cedar and Yaupon. Transitional species, including: Sea Oxeye (Rorrichia utescens) and Grounsel-bush
(Raccharus halintifolia) are located along the upper edge of the coastal wetlands. High coastal marsh vegetation,
including, Black Needle Rush (Juncus roentarianus), Spike Grass (Distichlis spicata), Sea Lavender (Limonhan
spp.), and Salt Meadow Grass I nartina patens) complete the transition to the waters edge where Smooth
Cordgrass Marsh (Spartina alterniflora) is the predominant species. There is a strip of "404 type" wetlands located
along the southern edge of the property between the coastal marsh and the high ground. A "404 type" wetlands
delineation has been completed and approved by the U.S. Army Corp of Engineers (COE).
The waters of the AIWW, adjacent to the old Southport Yacht Basin and the project site, are classified as SC by the
North Carolina Division of Water Quality. They are NOT designated as a Primary Nursery Area (PNA) by the N.C.
Division of Marine Fisheries, and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT
As previously mentioned the project site is divided by Bay Street. Three of the Lots (which will be referred to as
the "southern tract" and include Lots Al-A3) are located on the southern side of Bay Street and ten Lots (referred
to as "northern tract"' and include Lots B 1-B4, C I -C3 and D 1-D2) are located to the north of Bay Street, between
Bay Street and Moore Street.
The applicant is proposing to demolish the structures located on the property and redevelop the site by constructing
an 1 l -Lot residential subdivision. Prior to the initiation of any new development, the property would be cleared,
graded and prepped for backfill. Approximately 225,364 cu. ft. (an area approximately 196' x 125') of fill material
would be trucked to the site in order to raise the elevation to a sufficient height for installation of the stormwater
system.
The applicant is proposing to install a retaining wall (approximately 2.5' above grade) around the perimeter of the
"northern tract". The retaining wall would enclose the "northern tract", with the exception of the entrance area to
the proposed alley, and the proposed walkways that would allow Street access to each of the Lots. According to the
applicant, once the wall was installed, the site would be backfilled and prepped for residential development. The
proposed alley (15' x 330') would divide the "northern tract", and would run from Bay Street to Moore Street.
Mr. 1 Tyson
Page Three
Of the ten Lots comprising the "northern tract", eight would be developed for residential home sites. The two
remaining Lots would be used for tenant/visitor parking, and also for stormwater collection/infiltration. The
northern most Lot located within the "northern tract" would serve as a parking area/stormwater infiltration basin
for the five Lots located west of the alley. The remaining Lots within the "northern tract" (those located east of the
alley) would also be developed for residential home sites, with the exception of the northern most Lot. This lot
would be utilized as a parking area and also as a stonrwater infiltration basin. As designed, this basin would collect
stormwater runoff from those Lots located on the eastern side of the alley.
The three Lots, referred to as the "southern tract", would utilize the Low-Density approach to stonnwater
treatment. Two vegetated terrace systems would be constructed on both sides of the interior Lot. These vegetated
terrace systems would collect stonnwater runoff from the impervious areas and sheet flow the water towards the
north and south. According to the application package, no retaining walls and/or bulkheads area proposed for the
Lots located within the "southern tract".
Although not proposed as part of this permit application package, the applicant has indicated on the workplat
drawings, the location of the proposed 2' wide driveway strips for each Lot. The applicant has identified these
driveway strips for impervious surface calculations, and to show that pads are not proposed for future development.
As proposed, the density of the project would be eleven single-family Lots, or 5.3 units per acre. The percentage of
impervious coverage for each Lot located within 75' of Mean High Water (MHW) would be 1% for Lot A-1, 13%
for Lot A-2, 10% for Lot A-3, 50% for Lot C-1, 34% for Lot C-2 and 36% for Lot C-3.
As proposed, no portion of the subdivision, including but not limited to the retaining wall, access alley, driveways,
parking areas or stornnvater collection systems will impact any portion of coastal wetlands or "404" type wetlands.
Additionally, all development would be located outside of the 30-foot Coastal Shoreline buffer.
Once the individual Lots within the subdivision are sold, each property owner would be required to obtain a
CAMA Minor Permit from the Town of Southport for any subsequent development on/in the property, if any
development is proposed within the 75' Estuarine Shoreline Area of Environmental Concern (AEC).
The applicant has indicated that water and sewer would be provided and collected by the City of Southport.
10. ANTICIPATED IMPACTS
The initial grading and filling of the site for driveway/parking construction, stonnwater system installation and Lot
preparation would result in the disturbance of approximately 2.01 acres (87,555 sq. ft.) of high ground.
The applicant received a High-Density State Stormwater Permit #SW8060241, on 3/17/06, from the Division of
Water Quality. The applicant has also received an approved Sedimentation and Erosion Control Plan (SECP), on
3/13/06, from the Land Quality Section (Bruns-2006-299).
Submitted by: Jason Dail Date: 3/21/06 Office: Wilmington

Mi r, 16. 2006 2: 0 4 P M
No. 0205 F. 2
Form DCM-MP-1
AFPLffCATff(Di - MAR 1 2006
DIVISION OF
(To be completed by all applicants) COASTAL MANAGEMENT
b. City, town, community or landmark
Southport
1. APPLICANT
c, Stred address or secondary road number
Intersection block of W Bay St., Yacht Basin Dr.,
a. Landowner: Moore St. and Caswell St.
Name Cape Fear Trading Group III, LLC, C/o d. Is proposed work within city limits or planning
Rodney Hyson, Sr. jurisdiction? x Yes No
Address 120 East Moore St.
e. Name of body of water nearest project (e.g. river,
City Southport State NC creek, sound, bay) Atlantic Intracoastal Waterway
Zip 28461 Day Phone
Fax [phone]
b. Authorized Agent:
[phone]
Name Cavanaugh & Associates, P.A.
Address 130 North Front Street
City Wilmington
Zip 28401
State NC
Day Phone [phone]
Fax [phone]
c. Project name (if any) Southport Yacht Basin
H07P: Ptrnil wX be iured in name of tandowner(*), and/or
projeci name.
2. LOCATION OF PROPOSED
PROJECT
a. County
Rrvised 031"
Brunswick
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a, List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Demolition of existing motel, restaurant, warehouse,
asphalt parking lot, marl parking lot, wooden porch,
wooden dock, fencing, concrete pads; construction of
retaining walls, asphalt access drive and parking lots,
grading, stormwater collection and infiltration system
b. Is the proposed activity maintenance of an existing
project, new work, or both? new work,
c. Will the project be for public, private or commercial
use? private `
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Purpose: Convert abandoned
and blighted property into a high end
residential aroa that reflects the style
and history of Southport.
Use: full-time residential use
Methods of construction: conventional
Daily operations: consistent with full-time
Iviwrt ?, 'l 100Ei
i
Ma r, 16. 2006 2: 04FM No. 0205 N. 3
(I J?
Form DCM-MP-I ?fa N 1 i
MAR N-06
--.a In. - escribe existing wastewater treatment facilities.
4. LAND AND WATER
CHARACTERISTICS
DIVISION OF wastewater is conveyed to Southport WwTF
COASTAL MANAGEIMEPTI
a. Size of entire tract 2.07 acrea n., Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) 0. 20, 0.20, o. 19, o. lo, 0. 14, wastewater, industrial/commercial effluent, 'wash
0:10, 0.10, 0.12, 0.12.0.11.0.12, 0.13, 0.20 acres down' and re-idential discharges.) N"'
c. Approximate elevation of tract above MHW or
NWL North- 9.00. South- 5.00
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
groundwater and surface water from
silty sand, clayey sand, organic silt
Northeast Cape Fear River, provided by City
grass of Southport, treated at 211 water Treatment
C. Vegetation on tract
f. Man-made features now on tract a motel,
reataurant, warehouee, marl parking lot,
asphalt driveways and parking lot
What is the CAMA Land Use Plan land
classification of the site? (Conuad Me local land w ptcn.)
Conservation Transitional
X Developed Community
Rural Other
b. How is the tract zoned by local government?
(BD) Busineas District
1. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach taJng compliance cerrjficnrr, if appGasble)
Has a professional
done for the tract?
If yes, by whom? -
k, is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
L Are there wetlands on the site? _L- Yes _ No
Coastal (marsh) X Other X
If yes, has a delineation been conducteO X
(Anach donanenrarion, if awtlabk)
archaeological assessment been
Yes " No
Pl (S th t) v th t w
ant oupor,oreaaater Treatment n
lant
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
O A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the decd or other instrument under
which the owner claims tide, plus written permission
from the owner to carry out the project.
Q An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an B 1R' by 11' white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be uxzpted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are 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 of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Ma r. 16. 2006 2: 04FP4
No. 020h F. 4
Form DCM-MP-1
l?
M0 1 1 iUOG I I
l
F
site. Include highway or secondary L mV1 m') N OF.
numbers, landmarks, and the likeC. OASTAL iVIANAGr- E,VRTIFICATION AND PERNUSSION
TO ENTER ON LAND
° A Stormwater Certification, if one is nece',ssary.
° A list of the names and complete addresses of the
adjamtt waterfront (riparian) landownem and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
1 certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolhu's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
Name Cape Fear Landing, LLC
Address 6572 Gordon Road. Wilmington, NC 28411
Phone [phone]
Name Jean S. Fairly
Address 216 West Bay St., Southport, NC 29161
Phone [phone]
Name
Address
Phone
° A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Erosion and Sedimentation Control Permit, NCDmm
l certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
rpplication is truthful to the best of my knowledge.
. ,,, aG E) ?
This is the l 1 ay of, t4-- .
Print Na;n/e 'i? DA a t!21 S 0,0 g? F-- .
S
Permit 4 Brune-2006-299, 3/13/06
° A check for $250 made payable to the Department of
Enviro=ent, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
® A signed AEC hazard notice for projects is
oceanfront and inlet areas.
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
= DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
° A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
NOTE. Please sign and dale each attachment in the
space promdded at the borrom of each form.
... ... ,,,...
M3 r. 16. 1006 1: 04 FM
Form DCM-MP-2
E X?CA?1A'?'I?1?
A N D -1`1 1 LL
(Except bridges and culverts)
Attach this forth to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in rcet.
AnTW FUW
Esfsdq PmJea
tcugtA %ldtb Drpts Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Extruding
ehomline
uabilimion)
No. U1U? N. ?
L) 1I ' : 1C:; ?C ?y
MAR I r' 2006
DiViSIVN 011-
GOASIAL MANAGEMENI-
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavatod N/A
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? WA Yes No
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
N/A
N/A
b. Dimensions of disposal area
c. Do you claim title to disposal area?
N/A Yes No
if no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? N/A Yes No
if yes, where? N/A
Re.iRd 03/95
Ma r, 16. 2006 2: 04PM
No, 0205 P. 6
Form ACM-MP-2 r)) EJ l ? (C-j . 'i, f i
'? ?';1 ?(ylj
e. Does the disposal area include. L?JcoasM? e?andsJ al es,
(marsh), SAVs or other wetlands? D i V I S I O N 01: - (1) Amount of material to be placed in the
N/A yes No COASTAL MANAGEME-N1- water 0 CU. FT.
(2) Dimensions of fill area 196 ft, X 125 ft. .
f. Does the disposal include any area in the water? 196 FT. X 125 FT. (approx. 225,364 CU-.Ft.)
N/A Yes No (3) Purpose of fill etormwater runoff
collection and treatment
3. SHORELINE STABILIZATION
w
a, Type of shoreline stabilization
N/A Bulkhead Riprap
b. Length
N/A
c. Average distance waterward of MHW or NWL
N/A
d. Maximum distance waterward of MHW or NWL
N/A
e. Shoreline erosion during preceding 12 months
N/A
(Scarce of information)
f. Type of bulkhead or riprap material N/A
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill N/A
h. Type of fill material
N/A
i, Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabillratlon)
a. Will fill material be brought to site?
X Yes No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If Yes,
(1) Dimensions of fill area
(2) Purpose of fill
S. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? silt fence will be utilized
during initial stages of construction.
retaining walls will then be constructed
to keep any fill material on site and erosion
controlled.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
dump trucks. front end loaders, trac hoes
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
if yes, explain steps that will be taken to lessen
environmental impacts.
Revivd 03195
Ma r. 16. 2006 2:04F'M
Form DCNI-MP-3
d0.020? N. /
UPLAND rr
EL01111 ?lp'qzi 1r 11
M
AR 17 2006
DEV M
i jt?
(Construction and/or land disturbing activities) D i V I S I O N OF
(COASTAL MANAGEMENT
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed N/A
b. Number of lots or parcels
13
c. Density (give the number of residential units and the
units per acre) 11 single family lots.
5.3 residential unite per acre
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 2.01 acres
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? x Yes No
If yes, date submitted 2/28/06
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
asphalt, concrete
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
vehicular driveways or parking. A1: 11, A2: 13%,
A3: 10t, Cl: 50t, C2: 34t, C3: 36t
Revised 03/95
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
x Yes No
If yes, date submitted 2/22/06
1. Describe proposed method of sewage disposal.
connection to City of Southport
Sanitary Sewer System
J. Have the facilities described in Item i, above
received state or local approval? yes
(Anadh appropriate docuxuwafion)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
N/A
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
public system
m. Will water be impounded?
If yes, how many acres? _
Yes x No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded?
Date
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PLAT OF SURVEY FOR
CAPE FEAR
1
TRADING GROUP #1 `
1
TAX PARCEL ID 237LFOOS
SMITHVILLE TOWNSHIP, BRUNSWICK COUNTY 11 RODNEY J. HYSON JR.
SOUTHPORT NORTH CAROLINA CAPE FEAR , TAX PARCEL ID 237LFOOI
TRADING GROUP #3
o' zo' 40' so' -
TAX PARCEL ID 237LF006 1 T
50' RIW ---
-? BAY STREET WETLANDS TIE -
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45.20'
44.67'
4012'
A-2
A-3
HVY
C liftof. a 0-" o and DN.G-
1 (111) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF
THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I
(WE) HEREBY ADOPT THIS RAN OF AIBDINSVON WITH MY (OUR1
OWN FREE CONSENT, ESTABUSH MINIMUM SETBACK UNES, ANd
DEDICATE All STREETS, ALLEYS, WNn PARKS AND OTHER SITES
TO PUBLIC OR PRIVATE USE AS . FURTHER, I (WE) CERTIFY
THE LAND AS SHOW HEREON I?AIi THE PLATING JJPoSDICnON
OF THE OTT OF SOUTHPORT C77/x
41 D TE WNERS S/ NATURE
PRELIMINARY SUBDIVISION PLAT FOR
`
1, 23. ACK 1
X25 FRONT SETBA JA??5
SOUTH PORT
E ST. 2005
RODNEY J. HYSON JR.
a TAX PARCEL ID 237LF007
$ l y 1 L L 1\
I'D l,? 1 1 1 THIS CERTIFIES THAT THIS PUT ACCURATELY DEPICTS THE BOUNDARY OF
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?L1 I !,.?^ . ^^^ ^n?N K ••^T..^•1 AIIA Of T F. ('FAN WATER ACT PURSJANT TO
THE 198 CORPS OF ENCiNEERS WiIUNDS UEUNLATIUR MANUAL AS DLILAWNIZ BY
4. ' ?- -""? 1 1 1 75513.1 SO. FT.' \ 1 1 ?j THE UHCERSIr,NED ON THIS DATE. UNLESS MERE IS A CHANCE IN THE LAW
1 1 0,59 ACRES I 1 LCT A-3 CA UVR FunJan REGULAIIIN5S THIS DE,ERMWATI A MAY al, RE JED UPON
1 - I 1 8253.3 SO. FT FOR A PERIOD OF FEW TEARS FRC4 THIS DATE. ISOLATED WETLANDS OR WATERS
LOT A-1 1 1 1'• 0.19 ACRES /111E ORPS JURISDICTION HAVE BEEN LABELED ON THE SURVEY.
11 1 1 ?
1 8677.9 SD, FT.
NS 82 00 00' W 1 0.20 ACRES 1 1 LOT Nl \ /
12.ao' 1 8581,9 SO SQ. . FT. d1 v+ (/// / 7 LY \ r /
1? ?1 1 0.20 ACRES o\ \ IA
SIGNATURE OF U.S ARMY CORPS TITLE DATE
IN X11 1 'Dl IOU OF ENGNEERS DFFlCIAL
1 j//?
w UI ?1 Ili 7211 x a 6 EXPIRATION DATE OF DEUNEAnON: F_e e,
CAPE FEAR` 1 1
LANDING, LLC 2a 1 X1 X 1 'ACTION ID:? ?? OYJ 6 a
TAX PARCEL ID 237LF009 usACE Ac
< 1 1 1 1 1
1 /? 1 1 11 A-7
Catlrcol. of Apps d for Rawaln0:
• P?/ 1 NI 1
a 75/ / - 1 1 1 I HEREBY CERTIFY THAT THE SUBDIVISION PUT SHOWN HEREON HAS BEEN
B-4 FOU ND TO COMPLY WITH THE SUBDIM30N REGULATIONS OF THE CITY OF
1 ?1 A- 1 SOUTHPORT, NORTH CAROUNA AND THAT THIS PLAT HAS BEEN APPROVED
• • • • \ A-9 1 o L3 1 BY THE ACYIMSTRATOR FOR RECORDING IN THE OFFICE OF THE REGISTER
A V • O OF DEEDS OF BRUNSWO( COUNTY.
1 L2 • 'M 1
< /A-11 E A-10
• / • -3a ETLANDS FLAGS AS 1 v
?? W • / la • 1 CDCATED 12/16/03 I ADMINISTRATOR
a" / 1 \ 1
B,2 1 I 1 DATE SOUTHPORT, NORTH CAROLINA
Marsh • • 1 • 1 1 1
e-1 • • 1 1 1 1
REW OFFICER OF
BRUNSWICK COUNTY, CERTIFY THAT THE EMAP OR PLAT TO 111 • a Lo h j deeLe 11 11 ?/ O REAR SE Tgg1 1`I 111
WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STAMORY NI9
REOUI REMENTS FOR RECORDING. 11 / /, t PLEA s -,
?PL? R E-7gADK _ i THE PROPERTY SHOWN HEREON SCREATES A SUB-
REVIEW OFFICER DIVISION OF LAND WITHINTHE AREA OF A COUNTY
u OR MUNICIPALITY THAT HAS AN ORD
' ANCE THAT
N NI /FY"P? REGU AT PARCE AND.
ll/
RT B. MCHE R'Y, .. P L-3521
t 4 y?A E?O?eYaoY
? o
NOTE, ALL OF PARCEL 'A' IS ZONED CBD
NOTE, PROPERTY SHOWN HEREON IS
LOCATED IN FLOOD HAZARD ZONE'V13'
WITH A BASE ELEVATION OF 13.00'.
REF., F.IR,M• COMMUNITY NO. 370022^B,
PANEL NO. 0003, SUFFIX 'C' DATED 12/85.
NOTE, NO IMPROVEMENTS SHOWN.
z
TOTAL SO, FT. FOR PARCEL 'A•• 25513.1 SO, FT. <
TO BE DIVIDED INTO THREE LOTS WITH LOT A-3
BEING THE SMALLEST LOT WITH A MINIMUM
S0, FT, OF • 8253.3 SO, FT. TO BE USED
FOR SINGLE FAMILY RESIDENCE,
LOT AREA CALCULATIONS ARE BASED TO MEAN HIGH WATER.
STATE OF NORTH CAROUNA
BRUNSWICK COUNTY
I, ROBERT B. McHENRY, A. CERTIFY THAT THIS
MAP WAS DRAWN UNDER MY SUPERVISION FROM
`•'CN „ SRO 'O
AN ACTUAL FIELD SURVEY MADE NDER MY
SUPERVISION; THAT THE RATIO OFUPRECISION OESSFO'V4 ?y '•?
•

AS CALCULATED BY LATITUDE AND DEPARTURES Q
?

IS 10,000'+; THAT THE BOUNDARIES NOT SURVEYED
ARE SHOWN AS BROKEN U14ES PLOTTED FROM SEAL
L
L-3521 Y
INFORMATION FOUND IN BOOKS REFERENCED. THAT
IN ACCORDANCE WITH O I,
' m y
THIS MAP WAS PREPARED
)0 AS AMENDED
47
S J+
••
• O SURN?
G.
.
-
.
WITNESS MY HAND AND SEAL THIS JS/E
A
D
2/ ?
;,
•'??l A??,m.?,?• HQ-•.`
FI E
?
'•
e
.
.
STH D?.Y OF JANUARY ?Ta
a'r
?t Mc
45 ?6' 129.64,
X6.56,29. V
$ S,e('MOY
Cd;a Of Vo
Cape Fear River
DATE DECEMBER 16. 2305
EXCEPT AS SPECIFICALLY STATED OR SHOWN THE LOCATIONS OF UNDERGROUND UTILITIES
ON THIS PLAT, THIS SURVEY DOES NOT PURPORT AS SHOWN HEREON ARE BASED ON ABOVE-
TO REFLECT ANY OF THE FOLLOWING WHICH NAY GROUND STRUCTURES AND RECORDED DRAWINGS
BE APPLICABLE TO THE SUBJECT REAL ESTATE PIR IOEO THE SURVEYOR. LOCATIONS OF
EASEMENTS. OTHER THAN POS&BLE EASEMENTS UNDERGROUND UnUTIES/STRUCTURES MAY
THAT WERE VISIBLE AT THE TIME OF MAKING VARY FROM LOCATIONS SHOWN HEREON.
OF THIS SURVEY; BUILDING SETBACK UNES; ADDITIONAL BURIED UTUTIES/STRUCTURES
RESTRICTIVE COVENANTS; SUBDINSON RESTRICT- MAY BE ENCOUNTERED. NO EXCAVATIONS
IONS; ZONING OR OTHER LAND USE REGULATORS WERE MADE DURING THE PROGRESS OF THIS
AND ANY OTHER FACTS THAT AN ACCURATE AND SURVEY TO LOCATE BURIED UTILITIES/
CURRENT TITLE SEARCH MAY DISCLOSE. STRUCTURES
61.(13 ALDPSVEL? AVENUE
/ V OF-
87' Marsh •• _
• i•VaBatiotlO~
of
JOB NUMBER: 05-1333-A / 05-1427
6
SURVEY BY: DW/.8/UH I FIELD BOOK: SPT2005-2 1
DRAWN BY: F.R.DICKSON I SCALE: 1 INCH • 20 FEET I
LEGEND:
EIP - EXISTING IRON PIPE FOUND
NIP . NEW IRON PIPE SET
EIR . EXIST. NO IRON ROD FOUND
NIR - NEW IRON ROD SET
IBM TEMPORARY BENCH MARK
WETLANDS LINE TABLE
McHENRY SURVEYING
PROFESSIONAL LAND SURVEYOR
P.O. BOX 433.8509 E OAK ISLAND DR.
OAK ISLAND, N.C. 28465
TEL: 910'276-9074
FAX: [phone]
S \Work\051427.
A
II
NLSTP;G
CITY OF SOUTHPORT
BRUNSWICK COUNTY, NORTH CAROLINA
OWNER
CAPE FEAR TRADING GROUP III, LLC
120 E. MOORE STREET
SOUTHPORT, NC 28461
[phone] / [phone] (fax)
ENGINEER
CAVANAUGH AND ASSOCIATES, P.A.
130 NORTH FRONT STREET, SUITE 202
WILMINGTON, NORTH CAROLINA 28401
[phone]/[phone] (fax)
SURVEYOR
McHENRY SURVEYING
P.O. BOX 433
OAK ISLAND, NORTH CAROLINA 28465
[phone]/[phone] (fax)
SHEETINDEX
C.1. i COVER AND LEGEND
C.2. EXISTING SITE AND DEMOLITION PLAN
C.3.1 PROPOSED STORMWATER, GRADING AND EROSION CONTROL PLAN - NORTH
C.3.2 - PROPOSED STORMWATER, GRADING AND EROSION CONTROL PLAN - SOUTH
C.4.' SITE CROSS SECTIONS & EROSION CONTROL DETAILS
BEFORE YOU DIG I
CALL 1-800-632-4949
N.C. ONE-CALL CENTER
IT'S THE LAW !

Q°

J
LEGEND
EDGE OF PANEl.IENT
CENTERLINE OF ROAC
PROPERTY LINE
MONUMENT
IRON ROD / IRON 171%
LIMIT OF DISTURBANCE
CONTOUR
404 WETLAND 171717
COASTAL WETLAND I,!.'IT
TEMPCRA.RY SEDIMENT F04CE
CONTROLLED SEDIMENT FENCi: OU?LET
TRENCH DRAIN
STORM DRAM
FIRE HYDRANT
WATER METER
SANITARY SEl'.ER
SANITARY SERER CLEI,NOUT
SANITARY SERER %,AI::-OLE
OYRHEAD ELECP'CGL
UTILITY POLE`
CABLE PEDE'3T:L
ELECTRICAL BOX
TELEPHONE PEDLSTAL
RETAINING WALL (BY CTL'ERS)
PROPCSE?
4 -
m --TO
_RS !_R IIICATICN:
I/;1£ HE.REBY C.R I1' l 1 e CLCA r . C' lAOING CONSTRUC?ON
OR DF'.EL01 Jt _ ( IE r LL E CONE PURSUANT TO
THIS PLAN AND TWIT T IC^I IF TORT LATER MANAGEMENT
CCnU TIOV A. D S a, 1 - TI. CITY C SOUTHPORT, itHE
STATE. JF J 11111 f T 1 I1 1. I L_ RAL GOVERNMENT, AND
ITS AGE.NGI.-S VRE 1'•1;11 0. 11117 PLAN.
SICNATURE:____...__
PRINTED NAME. AND TI-
OATE:--_..._
DESICUPFS CERTIFICATION:
I HEREBY CI R1GY THAT TI4IS PLAN HAS BEEN PREPARED IN
ACCCRDANC '4.TH THE LATEST CITY STANDARDS AND SPECIFICATIONS
FOR STORM ATER MANAGEMENT AND THE CITY CODE CF
ORDINANCES '/,4.m ANCE; FIRST INCH OF RUNOFF' IN LIEU 01` 25 YEAR
PRE-PCST
SIGNATURE _-_----
PRINTED NAY, FIND TITLF
0 ATE:_
RECISTRAT;;I rIU1196d.__
1111111111111111
?1A CARo z
9 SE031RD FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
311e/o 6
1 T A .^-t
1 T 17•
II T I_ ,
?' 7CiCIt7 , .
VICINITY MAP
NOT TO SCALE
v El
WR 17 2006 41 . II
DIVISION OF l? °, =r? to l? l!
COASTAL MANAGEMENT
Solutions through integrity and partnership
DATE: MARCH 16, 2006 PROJ. NO.: 041.05.048 SHEET C. "r.1
,
I 1 'I ?? I I
---- it[pO1lESfltl'liC
I II . I I I _ .._ I
\" ` I
I ?
- .4 I r 1 n 77,r1 E 35722'
__----_--'-°
7-, i77-
I I ?, 'I;?I ? ?:I I I
i - II ? 1
1I I; n 1 A'i ( 1 J v '
f ? , It l4r ... rl) VI- -.. 1 i
fN( RH H r,
n.oou w. uE --1--- i° °n?G m rtr ux
1,15 v SL b 2IR10p13 ?! ? I -. % P J 5 ? I XJNttN VII
r.:.ncn
' ?' II71
PF N0,
' -I J T- I j WIT6b51V1 ]u'[L IIOOI
' M ._...y 7 n?. F . >7 "45.2.5•
?? ? N ? I s I rl 1 trvz a rz.rt
1
JJNIMJM, 1 1 .. I .J.I?
n¢ I II i'^ ??^
a 3 L, c% i I I
aw I NNEr
1Rn:JR Scx ?I N 7T -00' E 215.)5'- _ . kfm n '
?- 76 CS ^._I r "r _1 I I.r ul rw.n oivNatt
9JILPNG ro O v0.1,@o
1 I , (APPROX. 4.253 1 1 I- ,
-7 1 I 1
I ? II I %-an.rntt.Ka r.csl 1-i;ll I
- I I EXISTNO ASIWI T 1. r.1 '
I uve.1 r u1+wG t I ,• PARR HG LOT TO VS =1 J Hra1I
r F r bw' C e1GL ' CO v.=m O IfN001
4 I 1M 1l D3 TUNS .r - (APPROX. 8,121 FIT) '
I? ? I
N/9 O,nHn Hnitt PXrt7

w
CJ
:uc'hJ'nn n _..-? ?- wws'rtxx I I .
-?I3Al'S1Rl;i;1 --- ?h -----
i -? .._
oP
°ANUNNG LOT TO P- Itl
oiuOUSNFD
i., (u+rcox.7.547 r•') II ? i
I' II'.
A ?? 11{e?? 1
/ I
Il {fJ? rJ I?1,i ..
rr[R 1,. ?1117L, :; :yI ;L2 PCB)
9 p
i
P1 nro>i- I .. EXr P.`:G II?K C 77<.a,' I ro
1-
eULOING TO
-., f? ?BE 0EIAOL191E7 22 2 I h
7110' I?_ 5224 rr? J 1
>, 1GU.7 :?A? /
5/T'w???PGBC.I'
y1g
G ?,\E ^.'111! f? / ? `",. ?.. -
TRUE NORTH AS PER SURVEYOR
GRAPHIC SCALE
.A h b a X: „<
( IN FEET I
I inch = Pfl ft.
_
" ie 1 ? I
1= ??1 J
I?
INTRACOASTAL
EcyX oT rhm?.ar WATERWAY
PROJECT SUWAARY
QV%'FR
CAPE FEAR TRADING GROUP
120 E. VOORE STREET
SOUTHPORT, NO 28461
[phone]
TOTAL PROJECT ACREAGE ................... .... 2.01 ACRES
DRAINAGE AREA ACREAGE .......................... .._ _.......... ......... 1.91 ACRES
NORTH
•A• „_.,. .0.30 ACRES
B ,.„ .. ...0.94 ACRES
SOUTH .. 0.67 ACRES
PROPU ED LI: ITS CF DISTURBANCE ................. -..- ........... 2.01 ACRES
EXISTING IMPERVIOUS SUR !ICE AREA
?. LI?TH
I I?
I) A
---- I'
LO 0. A -'I •LT/ ICi TE/GI2A%LL
= 11.t95 F'
595 ri
OUILOI^IC
'TOTAL I+ Er APEA 12217 FT'
(' 1ptAL A -,IA - 13.230 FT'

L1WG
1 PERCENT 1
L.O.D. I
:ASP /,LT/-ETE/CRAelL 8.654 FT'
`i IBUILLI = 10,959 FT'
TOTAL W LF1 'U. AREA 19.613 FT'
rI I TOTAL A _
.I
ffl1 I
j iRVOUS
'PCR; = 41,123 F1'

- 47.71.
,
.
1 -PROJ AREA I? 4- 'Q
j
ASPHALT/ .trE/G?'0.1<L
II 20.275 FT'
I
+BU L01%US 11,554 FT'
_
TOTAL IXI Pt?Z?.?CJS AFEA
iOTrl AR FA - 31,830 FT'
54.353 FT'
V? 1 PERCEnT 11 R1.10'JS
i = 58.67"
`
1 SOUTH
I
;j A.;7HALi "BETE/DECK = 8,741 FT'
OJ1LC' 5.225 FT'
1
TOTAL IA %I„US AREA = 13,956 FT'
TOTAL 011 29189 FT'
P,Cr IT ELRNOUS - 478%
ixkOJ. AkEA
Q -1
r?r?.??(kf ,Itt X7-71
(?,? III

ECEHVE
MAR 17 2006
MR DIVISION OF
COASTAL MANAGEMENT
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BEFORE YOU DIG I o Z
CALL 1-800-632-4949
N.C. ONE-CALL CENTER w `
IT'S THE LAW 1
Q Q `
SHEET N0.
C.2.1
J
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2
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FINAL DESIGN
CAROB
FtiSS/p` y9
S A 9 ^ r?
031 /-
Rp°R ??''??16Ib6
//'''11111 1111111
NOT RELEASED FOR
CONS IRiLi; I
NOTE: PROPERTY'jHO11N VATHIN LIVITS OF
DISTURBANCE AND NORTH OF BAY STREET
HCREO'J IS LOCATED IN FLOGO HAZARD ZONE
AIO AND "V13". BASE ELEVATION VAR:ES. REF.,
FI,R.1 COMMUNITY NO. 370028, PANEL NO,
07113 : C4FIX "C" DATED 12/85. SEE %1AP FOR
APPROXIMATED LOCATION
PROPERTY V,ITWN UMITS OF DISTURBANCE AND
SOUTH OF BAY STREET SHOWN HEREON IS
LOCATED IN FLCOD HAZARD ZONE "VI3" 111TH A
BASE CLEVAT.ON OF 1100'. REF., F.I.R.M.
CO!MUNtTY N0. 370028, PANEL NO. 0003,
SUFFIX "C'• DATED 12/85.
ALL P7RCELS ?,1TH!N LIMITS OF DISTURBANCE
ARE ZONED PO (BUSINESS DISTRICT)
GENERAi- NOTES
(1) TOPC API'.CAL SURVEY INFORMATION PROVCED BY VCJENRY
UP6 FIG, P.LS 9 L-3521 INFORMATION PROVIDED FOR ENGNFFRIO;
CE 7'r.%' PURPO`,F ONLY NOT FOR RECORDATION,
(2) C(14'ITACTOIX TO FIELD VERIFY ALL EXISTING UTILITIES ULFORF
CO J'" ICI^IC C STRJCTICN,
(3) CCN.RICTC2 IS FL`,I.ONS?OLE FOR DISPOSAL OF ALL WASTE
MAILFIALS 1 E JFRATED THROUGH DEMOLITION AND CRUB61NG
A T,T IES
(5) ALL DI.TlR EO r.EAS TO DE SEEDED. FERTILIZED, AND MULCHED
1114 IS CALENDAR DAYS OF GRACING ACTIVITES. SEE CT It
3,'C 4.1
(6) EXCR 04 RATTING AND SEEDING TO BE USED ON SLOPES c'ELPER
THAN 5 1.
(7) -1FUC URAL DESIGN CF ALL RETAINING IVALLS TO BE E ROVDEO Lty
01.1.1.
(8) 404 :RAND DELINEATION CONFIRMED BY THE U.S. AWAY COPS CF
EhC ERS ON FEFIR ARY 7, 2006. (U.S. ACTION ID: 200600108)
F
(9) COVE L7ULLED EOIVHJTATION OUTLETS TO DL PLACED AT 700 L
nTERVALS r ONG SECUdENT FENCING ACCORD%G TO DETAIL 4/04.'.
(10) CC it,ACTOR TO PLACE ALL SPOIL NATERIAL FROM RETAINING WALL
FOOTNG EXCAVATION OUT OF THE RIGHT-CF-WAY. SFC!L MA'FRL:L
TO HE LOCATED ON THE INTERIOR sDE OF I PE EXCAVATION
(11) C01•TRACTGR TO SVEEP AND KEEP CLEAN Cr SED!VENT THE
ROAWAY ADJACFNT TO THE PROJECT SITE AS NECESSARY.
GENERAL NOTE EROSION & SEDIMENTATION CONTROL
CONSTRUCTION SCHEDULE
(1) TOPOGRAPHICAL SURVEY INFGPlIATL I f UUGEp BY IACHEIJRY
SURVEYING. PL.S y' L-3521. INFO S11TIC PROVOED FOR ENCINEERII I INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES ON BAY
__-
DES'GN PURPOSE ONLY NOT FOR P C.'. iIATICN' STREET AND MOORE STREET
I (2) CONTRACTOR TO FIELD VERIFY ALL F)J„TI>JG UTILITIES BEFORE
! I \? COlAMENCINC CONSTRUCTION. 2. M,OY! SITE OF TREES AND BRU a+I BUT DO NOT GRUB . ERECT f d,/ (3) CONTRACTOR 15 RESPONSIBLE FOR L' FO,'t OF ALL WASTE
3. CCNSTRUGT4F0011NG,CBA`, A`C (lvFInSTLLEVEL C'ERETAIN
AGTENTIES rSHOS'4AiED THROUGH PM_ OLIncNJ AND GaUDDINC 4 AN BALLS
---"" - L 1 ATERIAL TO BE PL
/ 1omCluar - SPOT. A ACED UTHr1 SITE ON 'THE UNEXPOSED 'SIDE
ca0 C`LO ? ? G LoNStaucaav L, OF THE RETAINING WALL (I.E. J E RrTER10R). SPOIL MATERIAL 9i1dL
Al ^rtn% 77 LF HeiAI^'m'G VIAL (5) ALL DISTURBED AREAS TO DE ELCED FI f 4CD AND MJLCr+ED NOT TO PLACED INSIDE THE Rlr iT-OF-CRAY
t I I CNrtiAVCC - = 4.J Q
I 12' uEPE ('3r 07H[a;) l CEIAIL I Yd IR14 15 CALENDAR DAYS C° GRAu G Af,IIVSIIES. oEE C
t
ANPRCX, 27 U ETAIL
HErLER C / C _ _ - 3/C.4.t 5. GRUB SITE AND REMOVE DEu? `., to
'^I
TRIN?H AN
-CYPASS +4Z -'Z FGB 15 . ( r0B05 TOTAL LOT WA 4,295 Fi fG:867 (6) EXCELSIOR MATTING AND SEEDING O JSCD CA $LOFCS STEEPEF 6 DEMOLISH EXISTING STRUCBJ C „??
TE caA'.L (r''R) THAN 2.5',1.
C a 1:`- `???•J'?A1 T 'I MISCELLANEOUS CONCRETE
L DY 7. DEMOLISH EXISTING PAVEMENT Q
I 2 (7) STRUCTURAL OE9GN OF ALL RETA1 NC; I :,LS TO DC PROVIDED
1 C 4 2 I V ( .4 aPCaox 97 aGX. „ L ?G`E (hJf I OTHERS. & GRADE TO FINISH ELEVATIONS ; TFRT4G AT GRACE BREAKS
`I 27 wfa_A (21 - e u aC2 rA4r FGB s; I` icl-SrSCWEIR - --1 ZLOJ ?E ?Ah?FLEV ) (8) 404 REILAND DCLINEAIIC;J C09FIfi"rp f,1 IIIL U.S. AR!dY CORPS C 7. RETAINING HALL TO BE CGSIF,I,CIED SUCH THAT 1-FT OF ' ill 0:810 . , i.___...__. _. .) ?
FISHY - -} s Ccrrc rEr.x ??ILO
M 8.21 FG. & 2 X ''A ! I ELF V. 1-? ` ENrrJEERS ON FEBRUARY 7, 20-,r,. ELI J. CtPI 10' 2006COI68) CLEARANCE IS MAINTAINED LETV.EEN TOP OF RETAINING WALL AND F •p
1 .I noc+ I x rr,;7.et, T
FISHY T 1. wl Ir1 L ?T J L25.. _ _ ?' I llll FILL MATERIAL (UNTIL FINAL GRACE IS REACHED) r) ?1
4 ` I (9) CONTROLLED SEDIMENTATION OUTLET TO H_ "LACED AT 200 LF
VECET.U KL
II10 i TEMPORARY COVER
! ??- P 4, _ -1 ( - INTERVALS ALONG SEDIMENT FEr CI NG AC.OI ([G TO DETAIL 4/C.4.' 10 ESTABLISH TE1M ?
\ yI FG7.7 HALT.,.. I qq
?I n. CONSTRUCT ewLDmcs
I W oT
INSTALL ASPHALT PA9KINGyOT_?.? I 10) CONTRACTOR TO PLACE ALL PO L H 1 :.'.aL TRD11 RETAINING RAL
1 VI \ \ -_ --= \ luC\it1 'A I
INFILTRATION
/// OT HGVOTON' D ULACE
APEA_7300 Sr (FOOTING EXCAVATION OUT OF THE G II-OF-Y,nY SPCL FJniERIA
ICI EL 17:5,E1.741 I iD DE LOCATED 04 THE INTERIOR ICE C: TI k EXCAVATION. 11. INSTALL ASPHALT PAVING
9 \
c .
-?I OTTOa1Ee7 . REMOVE TEMPORARY ERO' 20N C. ,l^. OL DENIES
v.ue
TOTAL LOT BUA I (,T) cD4rRAGioR To s CEP AND KEEP aLn'I o `EDIr[Nr THE 13 ?
I xI n?V 3,176.66 FT' ?L5 ROADWAY ADJACENT TO THE PRO,L., :`ILL t,, NECESSARY.
v 1 _ 14- ESTABLISH PERMANENT \E6'EIAJ,17 COVER 0
(EXCLUDING EASEMENT) h
EXISTING a <I I 0.4.2 0.4.2 0.4.2 1
I
J
^WATERFLIN j, LOT C-FC: I, FG1o.1CMFG 947 -- -- --? LD ALL EROSION AND Ri O'rvC a
' -? oG#X- xFG:957 I ENT CJ11ROL PRACTICES RILL FIE
1 <- CHECKED FOR INTEGRITY FOLLuL?NG EVERY RUNOFF PRODUCING
??I -I
CAPE FEAR 1 H rc o.ll CI JIM CHERICO 1 EXISTING MI ERU VI J RAINFALL EVENT, OR AT A !,!INJMUTA, ONCE A WEEK. ANY REPAIRS IJECI TP,ADING GROUP, LL? auoNC?ca LEN XFQ985 FG:9.55 _ BHLPAE,TF TAX PAR QQy? HEN,+,+; aal I i" --' --- SURFACE ARF PI(i',111 2.5 oCN MEASURES.
BE aEMD fD r+c H ITiEN SHE FuNCnorl OF THE
TAX Pl,RCEL ID 237LFb013 TLru Lm BuA 237LF004 DES CN MEA°uRES.
ED WENT FENCE WHEN IT
- i (EX n R- --'-'--
(0r or"[ag ABOUT A HALF CI A FOOT DEEP AT THE FENCE BASE.
I BECOMES
R
-- - - C r- -- -- TTHE gEDIRENT FENCE I'LL E P FED AS NECESSARY TO
LyT C' S, I I FC 10.79 x 1 (I ' AINTAIN FUNCTION A A B/I
v ,- G10.19 rc;96o LIMIT OF DISTURBANCE rLOD1 _
-_ -_----x---- - 3SEDIMENT I„ +LL BE rEMO O f N0A THE RETAINING WALL WHEN IT
11595 FT' BECOMES HALF A FOOT DEEP i THE INSIDE BASE OF THE
1•"1 1 fC 10.79 A0. FG.9.70 L O.D I?uIIC/LCrCO L 1 t
? ri `t
( 1 ?10TALI1 IN L: a. _12.217 FT' RETAINING WALL.
1 'fr.9.35 INSTALL ASPHALT PARKING LOT LF 12 R.NMIS F m: 16X AFpROX f0 L
U f F 12 I OTAL 4 A 13.230 FT'
LF I2'HCR[ O
- ?? nfAnE m L LFj1? HEADER PPE ?_^ C? PERCENT 92.3% 4.1HE SEDIMENT FENCING ARE,.', COLLECTED AFTER CTEDE CCNENTI, V LL BE ?J
?JD'i`! A. & JOYC H. 1.. _ r APIROX, tz- 60 AFPROx &PB F' PL
Toru Lai BUA L 17- n7P REMOVED AND BROUGHT TO CI D
III 7.758 Ft' H[AR[R P C \ 2 D.. AREA HAS BEEN PROPEPLY i D U..CD.
T2'7P 0013089 -" (EXCLUDING EASEMENT) C.a.t r 7 0'- r J
(rm) Y Bent (m1 I ! tC''- - -- - - rvr[nIGN - - '0 • "I 1' 1 ALr-H T/?c,1CLn; " A TL 8654 Fr S, ALL SEEDED AREAS WILL LL r uU ED aESECDEO AS NECESSARY, i o (? a
1 ', / • /'roar (rro1 ', I) i IluILCrC - 10.959 FT' AND MULCHED ACCORDING 17 PECIFICATCNS IN THE tECETATVE t } ft J
p; I I I FC.9.94 XFC9.5 +j/ / I I TCIAL Id IF GLS A1- 19.613 FT' PLAN TO MAINTAIN A VCG C DENSE VEGETATIVE COVER.
LOT D-I Xrc:ae4_-- _ FC_9.2 s --- - III a w?aCEVrRI rT..,, r 47.7% Fr O
E FC905 A-•, , X -LOp ' 6C014TRACTGR TO SJ.EEP AND E_P CLEAN OF SEOr nENi THE
. z I-
rc(1 \
0.2 ROADWAY ADJACENT TO iHL 1 t0,.
.35 XfrA 9..° . d s,r. :CT SITE AS NECESSARY. O LL (L
N I I I I I FG:994 XFc:9
• O
m I f,--?RO AREA
I I? 'B' o_
Ff 0Q"C= MFILMARPJ TRENCH '0' I
Z, U (J [1 (n 0
TOTAL LOT BUA _C LJIiCU SURFACE L:783 734 SF 1 j R54 II tli/ f f 20276 C T' NOTE; PROPERTY SHOT,"V Vllhll OF DISTURBANCE AND NORTH
SURFACE E E.0483 I 1 ,UU'LDN H,554 R' OF BAY STREET HEREON 1 LC' „TED IN FLOOD HAZARD ZONE Ln Z
1 ^ 7.758 R' R Lo/' _ - _ ?, II L7"'+ 'TOTAL n ER p1 31830 FT' 'AID" AND "V13" BASE IDLE RCN VARIES. REF, F R.M.
(EXCLUDING EASEMENT) a 17x. nY 0017CV EL 5.0' C I I
IF R' UPE 1 EECE7AL5 'lUfAl AI-,T A ,2 353 FT'
'1 ! COMMUNITY NO. 370020. PAr 1 NO. 0003, SUFFIX "C" DATED J W Z
p
v I m,N G42 ' II I'-PERC! 11 i ;:C '`.8.67. 2/8 w
.=a rrT LI10.2 X I 5. `-SEC MAP FOR APF t .RATED LOCATION. ( T
/ C
- - 855=- PROPERTY VATWN LIITS C NCE AND SOUTH F DAY
Z HAZARD CL
_Bg3 FC 856 y - -
r09,1 STREET SHOWN 1N HEREON I 10CATED ATEO IN FLOOD HA „ ZGNE ?
"-' A?FaCX IS l cR9 APrROX MIS 1
I?R tU r r,i L Cr 8,731 FT, "V13, WITH A BASE ELENA 1 OF 13,00' REF, F,LRJA.
TFEN;AI GaaN Q 4 Eli
SEC OEint LF ?C^U' II U(RIDrr 5,225 FT' COMMUN 3Z0026, Pl?lr NO. OCOJ SUFFIX DATED U
\ ` I BRAN /I TOrrf Illf t7. 1. N I3956 Fl' 12/85
IOrll A 1 A 291LB f" \ \ \
?,
T V' PERCENT IA r,a a:,: s .: 47.BZ r
C.4^ FL:94B ?? ?? I I ALL PARES AT '(y5,(i?U>< ,?f a., 'c v A v
FC:8.86 iG9.28 i fL:9.89 FG] .I7 FC:f0.17 IC;IO.IB (BU SINE`. RI(
N.IAINI.NG,+AL /
FG:9.78 ,
rc s IfG 007 -- PaA.`•Rr .n
TOTAL LOT ,
1 PR PROPOSED IMRFRVIOII_, URFACE AREA
7
BUA 10T TOT BUA n
- 7.759 FT ' 1..7 758 Fl' TOTAL LOT B'JA I 707A1 LOT BUA " r _ iU U W u.
EXCLUDING (EXCLUDLNC I Tara FT' I 2.7-3 FT' - 2006 0 -
. EASRIFNT) J.A. N OR TH
"-I EASEVOJT) l DJ I -J?-- :-. ); Aj
r,
OC ? T
- - .,, INSTAL ASPHALT D AI O C, IJ (; D AR p
;? ?' IVISIp0
-; DM VC LOT. D
I I I D COASTAL r W~ j -
-
P l.rPr,Ox. 16 LF I ?I-DD. HALT/r )NC"triE/GRN6L 5,514 FT'
'O ?'A ` EM O L? LJm
uA 4,755 FT
rP en'T ?
\ I _
_....?
. a oamN or R L' 1
0- 4 1t.I
r.;S HEIR' t -- TOTAL RAPEIlWS ANI:A = 10.519 FT'
/+ IUTr1 AttEA - 13230 FT'
MARIA F. TILLING & FG:7Lti. rnrnnx G;7.83 I _J. F 1 F _ ? PERCENT v'PEevcJS - eB.OS SNEET N0. _. , i PAUL M. SIYENSON rG.7.7snn[Ar Bes I I I_ i _ I / SCALE:
TAX PARCEL ID 237LF005 Fc ctG.n ¢mu F¢1c76 I Fc1B.76
1 71 ED.D C I, ` f D.A ?(?? i l C. ?. S NOTcl
FG lC.b6 A:UHr.Lr/CONCRETE/CRA1cL = 12,741 FT' U r _
1 _ ?? _ -10-- 0 0.37 LOT UJA = 17,927 FT' ( A 1.._-z - II
1 I ` -0 I GI A- I"dPE3Y.CU5 ARIA 30,659 fi'
C -9 --- I T' TOTAL AREA 41,123 FT'
RCENTPtPERNCIS 7461. FINAL DESIGN
7 _ I ?C'!,17 t
LOT -8 ^+L I?TD ?rU I
7_ -- I N?p1lnlnulnrgr
B-T LOT e
ELEV. 12' L 0 T1
- -•- - - - - 82-7_ _ -7?LOT _ IAA' CARQ?
LOT 7
A?cR 13' / _-- - - - _ _ 8-4 MALT/c ' '1E/ L 17e77 Fr'
IOTeUA =27.759 FT' `ESSJ?
ZONE LIRE / --? `_ - D.A. SOUTH TOTAL ,A LN'r6us AREA 45-56 Fr'
1
c m rau n lBN TOTAL AREA 54.353 FT'
?? \- [+Ienect ... - `? I, PERCENT Ie,PERVCUS - 8395 - ? ?°< y C
SE L r
STREET - G4, LOS SOUTH 030
501 I` //? X' 7 ?•.. •_ ^_ _ -- ,? 1 C %F'HALT/CONCRETE/GRAVEL 0 FT' -
AT
'RUE MCRTI AS PER SURVEYOR y ?/+/ LOT UUA 10,500 FT'
_..._ .___._ TOTAL uEPERNWS aREn - 10.5100 FT' ,fV \
TOTAL AREA 29,188 FT' O/, •.°e , I ???; A ?I? ?(?
GRAPHIC SCALE PERCENTIMPER9OU° = 35.0% N??R /
Orr ? IL'
w w THUJ. AREA BEFORE YOU DIG I A
70 . '. :o ' 'nnnlnu,
-- CALL 1-800-632-4949
NOT RELEASE FOR
N.C. ONE-CALL CENTER
( IN .4T) IT'S THE LAW I CONSTRUCTION
I itch = 40 IL
w ?\
q 0
_j I -
Z
Q
L -L
(. ? OI
I !:f TEMPORARY
GGNSRLFI aN
ENTRANC
f , r 1- SEE f,ET,',1L
6.6% (J1
2'-90E %%ETLAND BUFFER TO REMAIN UNOEVELCI•L?1. DISTIJRREIJ
DURING CONSTRUCTION, CONTRACTOR TO RCTI RN 'r' 1 RE EXISTING
••\ CONDITION \
LIMIT OF DISTURBANCE (LOD) -
COASTAL r D INSTALL APPROX
BOUNDARY
290 LF TEIMPORARY
7/ ??? 7?: I(I??ry--.' Y '- (VpY'E? SILT FENCE. SEE
DETAILS
4?XR (TYP) / < \ / s
- .? ALL ROOF DRAINS
BE DISCHARGED
INTO TERRACE TOTAL LOT BUA
SYSTEM (ryp) 3,500 FT' UP 1
ROOF a1TTERS 10 z LCA 1
I I'LOPE TO FRONT OF r 1
USE AND CISCHARCE
A OOV.NS'OUT AT
FRONT OF 401,15E
V11 C .'1 L _.... , FC1.25
I - t F S4
,? 1! - %-
- [307 TOM EL:6 0 BOTTOM EL :4.0
----- -- WATER—
--- ALL ROOF GRAN VEGETATED
TO BE DISCHARGED TERRACE
INTO TERRACE SYSTEM
SYSTEM 'SEE DETA!L
(TYP) 1
ROOF CUTTERS TO (n 8.4.3
SLOPE TO FRONT OF TOTAL LOT BUA
HOUSE AND D,SCHA,RGE 3,500 FT'
VIA DO'A745POUT AT 1
- -'-" FRONT OF HOUSE
- TERRACE
DISCHARGE
WEIR

I l'Lr . A. D FG:4.25
K
?I BOTTOM EL G 0
I it R r F r; I! BOTTOM EL.4.0 I
- E,TTCrII,, •, -
1 - ALL ROOF DRAINS _
?
TO CE DISCHIRGLO
INTO TERRACE
SYSTEM
(J1
STORUWATER
(Tn') VZCETATED
TERRACE
ROOF GUTTERS TO
TOTAL LOT BL SYSTEM
SLOPE TO FRONT GF '

500 FT
3
SEE DETAIL
HOUSE AND DI5CHARGE. ' 1
VIA DOVNSPOUT AT
FRONT OF HOUSE C. a.3
2- DRIVE (TYP) \ :._.. ......_ __
T
LLOA-1
EXI '!G I[,/PERVIOUS_SUREACE
I NORTII
I : D. _A'
aS. HA i/ ON,.REI[r(1 r1...
1
1 L(Lp
' ;: 72 F7•
2
1
1
,
_ -
.
.VS
-------
OUL
-L,c ERVOUS AREA 5
!
1;
T
'F 217 rT'
?OTcI AREA ! 230 FT'

o.a D. A. R
r'--"' '"?-?ASGHALT/LO'NCYEi[/?FA?FL
r - Y,t'4 FT'
I 6U'LO1INGS '1,9:9 FT'
I 1 'TOTAL II1IPERVCUS ARrA . 1'J,G13 FT'
------- 1_, I
TOTAL AREA - 41,123 FT'
I
'
L.04 ..
PO -AREA D. A. 'A' +
'A`•AHALT/CONCREIC/CRA,N.(. = 78,216 FYI
' I ?DIA'!:ING$ 11, u54 FT'
.TCTAL 1!P°RV10US AR A ',,.30 FT'
I
I 'TOTAL AREA 5a 354 FT'
I
[RC-NT UpERVaI„
I ? - e1367
` SOUTH
ASPHALT/CONCRETE/DECK 11.731 FT'
BUILDINGS '- 5.225 FT'
TOTAL 1YDERN0'JS AREA - 13956 FT'
TOTAL AREA = 21.188 FT'
F[RCEYT IMPER',CUS - 17132
I
- puoj_"ae;a
PROPOSED IMPF_RVI(la!RFACE AREA
4
NORTH
D.A. D. A.- 'A'
I/,,' INOtETE/GRAVEL = 5.814 FT'
In. P:A = 4,765 FT'
It r 1.11'ERV.OUS AREA = 10.579 FT'
AL AREA = 13,230 F1'
,:TIT PT0rCnCU5 = 50AL
L.D.D.
_LO.D._
D.A. SOUTH
LOD-
r11uJ, auA
U.A. B
MALI/CCNCRETE/GRAVEL = 12.741 FT'
L'JT U'JA 17,927 FT'
:CIAL HIPEA^'OUS AREA = 30,15TS FT'
nl. AR; r. 41,123 FT'
D. A. 'A' + 'B'
p;
,;;'HALT/CG .C ,.7E/GRAVEL
- 17,827 Pi'
!--T e',;A = 27759 W
10T ,',L IVF,_vN11OIJS AREA . 45586 FT'
TCi`AL AREA = 54353 FV
'-.kCFNT WPERNO'JS 83.0%
SOUTH
ASPHALT/CONCRETE/GRAVEL - 0 FT'
LOT U19A - 10.500 FT'
iCTAL MIFTRMO'US AREA = 10,500 FT'
!C,-AL ARLA = 29,188 FT'
?EPCEBT NPERWIOUS = 36.07.
-I
Ld L 0
Ill r f?
\ 1 z I ?.? i N
Ltic
INTRACOASTAL
WATERWAY
?0 r,
m d L,
rr UJ
G A1..
Q 0 i CD
L1J Q A ? {{1I
G .O--l r -
\ 1`J '5'-BACK V.ETLAND BUFFER TO !--?
REMAIN UNDEVELOPED, II' M
DISTURBED DURING
CONSTRUCTION, CONTRACTOR TO vI ,`.1
RETURN 10 PRE-EXISTING
t CONDITION 1 k.?
tJ
NOTE: PROPERTY SHOVN 1'A THIN LIMITS OF
DISTURBANCC AND NORTH OF DAY STREET
HEREON IS LOCATED IN FLOOD HAZARD ZONE
"AIO• AND 1'13" BASE ELEVATION VARIES. REF.
FI RI.I. CO.AMUNITY NO. 370028, PANEL NO.
0003, SUFFIX •C" DATED 12/85. SEE MAP FOR
APPROXIMATED LOCATION.
PRGPERTY 'TTHIN LIMITS OF DISTURBANCE AND
SOUTH OF HAY STREET SHORN HEREON 15
LOCATED IN 11000 HAZARD ZONE "V13' VATH A
BASE ELEVA110N OF 13.00' REF, F.I.R.M.
COMIMllTY N0. 370028, PANEL NO. 0003,
SUFFIX 'C• DATED 12/85
ALL PARCELS ITHIN LIMITS OF DISTURBANCE
ARE ZONED BD (BUSINESS DSTRICT)
COASTAL , ? ILAND FLAGGED BY D.C.M. ON
2/21/06
EROSON GON7F I INTENr VICE PLAN
I. ALL ERO:, 6 I ,0 SEDIMENT CONTROL PRACTICES
VoLL BE CHE( LD FOR INTEGRITY FOLLO'41NG
EVERY IWN FF PRODUCING RA'NFALL EVENT, OR
AT A MiNIIIIUII ONCE A WEEK ANY REPAIRS VALL
BE MADE IIJIc !A7ELY TO MAINTAIN THE
FUNCTION CF THE DESIGN MEASURES.
2.SEDIMENT ?LL PE REMOVED FROM THE SEDIMENT
FENCE R4fEL 11 BECOMES ABOUT A HALF OF A
FOOT BEEF T THE FENCE BASE. THE SEDIMENT
FENCE VILL 6E REPAIRED AS NECESSARY TO
MAINTAIN FUNCTION AS A BARRIER
y (n I7y 1 (' 3 EDfMENT t.LL LE RE405E0 FROM THE RETAINING
W1ALL YHE 1 IT ECOMES HALF A FOOT DEEP AT
Nil"C THE 10,. EA OF THE RETAINING HALL.
?T? 111 ?( 4 THE SEG1 E T FENCING AREA AND COLLECTED
J 111 ? ( SEGMENTS w.[ L BE REMOVED AND DROUGHT 10
_j i GRADE AFTER IE CONTRIBUTING AREA HAS
I- ?I C BEEN PRCFE ".Y STABILIZED.
d Ij
5. ALL SEEDED A.GLAS PALL DE FERTILIZED,
d 1 I RESEEDED A, t:LCCSSARY. AND !MULCHED
ACCORCINC TO SPECIFICATIONS IN THE
..i 1 t VEGETATIVt FLI•:N TO MAINTAIN A VIGOROUS,
DENSE VE LLADVE CORR.
I_

6.CONTRACTC' J 1,EEP AND KEEP CLEAN OF
SEDIMENT TFF 70 DWAY ADJACENT TO THE
PROJECT Mt- AS NECESSARY,
I II D ? (( V ? BEFORE YOU DIG I
V.2 CALL 1-800-632-4949
I N.C. ONE-CALL CENTER
IT'S THE LAW I
MAR ? 7"2006 l
DIVISION, Or
TRUE NORTH AS PER S,H'.E1'C -.?.
ASTAL MANAGEMEP,,iT
\ _ _ - GRAPHIC SCALE
\I ?-
( IN FELT )
l inch - 20 fl
GENERAL NOTES
(1) TOPOf,RARHICAL SURVEY INFORMATION PROVIDED BY McHENRY
SURVEYINC. PL,S,# L-3521. INFORMATION PROVIDED FOR ENGINEEFiIN,
DESIGN PLRPOSE ONLY NOT FOR RECORDATION.
(2) CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES BEFORE
COIVENCING CQVSIRUCTION.
(3) CONTRACTOR 15 RESPONSIBLE FOR DISPOSAL OF ALL WASTE
MAIERIALS CFNERAIFD THROUGH DEMOLITION AND CRUBOING
AC1111TIES S1401AN.
(5) ALL DISTU+P.ED AREAS TO BE SEEDED, FERTILIZED, AND !MULCHED
VATHIN 15 CALENDAR DAYS OF GRADING ACTIVITIES. SEE DETAIL
31C,4 1
(6) EXCELSC't VATTING AND SEEDING TO DE USED ON SLOPES STEEPER
THAN 25:1.
(7) STRUCTURAL DESIGN OF ALL RETAINING WALLS TO BE PROVIDED BY
OTHERS.
(8) 404 V,LTLARD DELINEATION CONFIRMED BY TIE U.S ARMY CORPS OF
ENCINEERS ON FEBRUARY 7, 2006. (U.S. ACTION ID: 200600168)
(9) CONTROLLED SELYYIENTATICN OUTLETS TO BE PLACED AT 200 L.F.
INTERVALS ALONG SED VENT FENCING ACCORDINC TO DETAIL 4/C.4.1.
(10) CONTRACTOR TO PLACE ALL SPOIL MATERIAL FROM RETAINING WALL
FOOTING EXCAVATION OUT OF THE RIGHT-OF-WAY. SPOIL MATERIAL
TO BE LOCATED ON THE INTERIOR SIDE OF THE EXCAVATION.
(11) CONTRACTOR TO S'AEEP AND KEEP CLEAN OF SEDIMENT THE
ROADWAY ADJACENT TO THE PROJECT SITE AS NECESSARY.
LI;OSICIr'! & SEDIMENTATION CONTROL
CON` TRUCTION SCHEDULE
I ALL 11 FGRARY GRAVEL CONSTRUCTION ENTRANCES ON OA,Y
1( ET D 'TORE STREET
t 9 ! F IREES AND HR1j`_I4, PUT DO NOT CRUR
3 LI ENl FENCING AND CONTROLLED OUTLETS
C :I' T FOOTI N^•. BASE AND FIRST LEVEL OF RETAINING W1. LL.
I. ? ATFRIAL TO BE PLACED VITHIN SITE ON THE UNEXPOSED P_
C', TIE RETA NNG 124E (I.E. -SITE INTERIOR). SPOIL MATERIAL SH?IL
NOT Ip PLACED INSIDE THE RIGHT-OF-WAY
S CF(CJ `,III- AND REMOVE OEBRIS
F L I,C,1; aSTINC S'RUCJURES
r?'.OJ I TXISi NC PAVZIMENT AND MISCELLANEOUS CONCRETE
H. G,+AD: TO FINISH ELEVATIONS STARTING AT GRADE BREAKS
VIALL TO BE CONSTRUCTED SUCH THAT I-FT OF
CLEARANCE IS MAINTAINED 6ET6EEN TOP OF RETAINING WALL AND
Fes, tATERIAL (UNTIL FINAL GRACE IS REACHED)
10. T. JSH TEMPORARY VEGETATIVE COVER
II CC3 IPUCT BUILDINGS
/ I.JSTC?L ASPHALT PAVING
13. I:EAIt71„ TEMPORARY EROSION CONTROL DEVICES
14. [!,IA U?N PERMANENT VEGETATIVE COVER
SHEET NO.
1.
r ?I
j?
cli
y b
C
y
O
w g
C R
i
? #p
2
O c q I
m Or)
U Fes- Qz
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O
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O
o6
Q 1L
Q U 0- 00
Ll ? ? I J Z
00 O
L'i U)
LV O
U w

?w
a, cM Y
C' 0 2 a O
^ ? U
v
8
V
w <j
O ti vl¢ 5
v iv rc
Q.
SCALE.
C. J. 5 A'OTEi
FINAL DESIGN
`1,11,1111III IIII rNr11'rr
14 ? \ CARoz/y/
FESS/p
9
= SE
0310•
qRp°R.
rr''01100101111111j1
NOT RELEASED FOR
EDGE OF EXISTING
ALSTREET FINISHED GRACE STOR'dWA1ER la
VCOrE
/ 1AE4GH r INFILTRATION EDGE OF EXISTING
/-u7A1N GRADE CREAK / TP,ENCN ASPHALT 12
r
TO!iVP1ATER FG BAY STREET
/.-INFILIRATIGN rALLEY/ROAD TRENCH 10
TRENCH / DRAIN GRACE
i
BREAK
r °- 8
FILL VAX FILL /
I .\ 6 4,43 1T
1 4 { UN'JSTJfi 1D - I
i X12
I Ex ar.0
GRACE ' I
0
I, „I
O+
1+00 1+50 2+00 2+SO 3+CO 3+50
CROSS-SECTION A-A
DETAIL
SCALE: NOT TO SCALE C 41
'< I
:T I I S STORkWATER
I L INnLTRATION
-' I u l l u _- auCr TRENCH
a
I
+AI I? OFPST EST NARKING
PGOr NED 2,5
'
(T',' rI t,ALL I ? f
ER,) I/ uAx FILL FILL
(Hy, OTH
1 4 9'
`_'OEt ALK - `
?I++• f '??EX!STIN UNp TURp[p -GRADE J ?I
FY 11 N1, BULKHEAD
EDGE OF EXISTING LHAtT
-CAN H,GH WATER YACHT BASIN CRIt1. I ? ? I

LINT) ? I
_
- n r m o? I
o o 0 a
N ?n ui
w m
? ui
0!50 0+50 I+CO 1+50 2+0 2+50 3+00
CROSS-SECTION B-B
DETAIL
SCALE: NOT TO SCALE 1,t-. 41
CORPS
IA I I <a v,ERavoS14
5' FCtR fNRER -?I 1
LOT U'JA 2GC
12 1;9 G' 12
a :T
GI
10 0 4 °( 10
A 'I ? I 8
(J
C G-'./I T ?? I 6 mTRACOASTAL
.1- /-"NA% N1.L --- I VIAIE9WAY
6' FILL
I
I , 1, j U '?SNR E7) L;. I II \ i_VEaN 1'4'11 WAiLR
2 .ti
!'d 7q•r LLF.v '. ? i ? ? '.
0+00 0+50 1+00 1+50 2+0--
CROSS-SECTION C-C
DETAIL
SCALE: NOT TO SCALE C )
PROPOSED
4.1'
RETAINING
WALL
PROPERTY
LINE
F S' (
t Is"" ? i TI
IE C Fj 71 VT
MAR 17 2006
DIVISION OF
COASTAL MANAGEMENT
a
STIEET NO.

Q
t

C1

ro
v CL
D
z,

J
0

co
C
°
a

0

QD

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Ljj J

LLJ
O

Q O n
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?

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?° r
ti
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Q

r
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U

2
lj?
'11
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w
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m o i
U O U?
N 22
.. o-
v,
fl U u
? n
1. j J
O d W
U CZ7 OIL 4
SCA'tE:
C. 4. f I 3S 7JOTE
FINAL DESIGN
I,runw,,
1((TI( Tr/'?/
-\A CARp
SE L
031
RO.R. Pr
Tr'hnnHnTr'T(
NOT RELEASED FOR
?`??106