20160103 Ver 1_CAMA Permit Application_20160202

PAT MCCRORY
Governor
N_ a
DONALD R. VAN DER VAART
Secretary
Coastal Management
ENVIRONMENTAL QUALITY BRAXTON DAVIS
Director
January 29, 2016
MEMORANDUM: 2 0 1 60 1 0 3
TO: Karen Higgins
401 & Buffer Permitting Unit UFF
DWRMater Quality Permitting DEQ-V
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a�ncdenr.gov
Fax: [phone] (Courier 0416-33)
SUBJECT: CAMA Application Review
Applicant: Wilmington Convention Hotel, LLC c/o Mr. Page Johnson
Project Location: 9 Estell Lee Pl., adjacent to the NE Cape Fear River, in downtown
Wilmington, New Hanover County
Proposed Project: to construct a new multi -story hotel adjacent to the Wilmington
Convention Center
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by February 22, 2016. If you
have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY:
SIGNED
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.
DATE
Nothing Compares----..A.-
State of Nath Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Wilmington Convention Hotel, LLC c/o Page Johnson
2. LOCATION OF PROJECT SITE: 9 Estell Lee Place, adjacent to the Northeast Cape Fear River, in downtown Wilmington,
New Hanover County.
Photo Index - 2006: 204-6658: L -M, 3-4 2000: 204-211: L -M, 3 1995:14-153: N-0, 18
State Plane Coordinates - X: 2316746 Y: 180781
Latitude: 34014'31.76"N Longitude: 77057'07.23"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 01/27/2016
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 01/22/2016 (Completed)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - City of Wilmington/New Hanover County
Land Classification From LUP - Conservation (Open Water Area), Developed (Highground)
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal (CFPUA)
Planned - Tie into Municipal system
(F) Type of Structures: Existing - Vacant parcels, stormwater system, parking areas
Planned - New multi -story hotel, associated parking/roadway and timber walkway
(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)
106,722 sq. ft.
(2.45 acres)
(D) Total Area Disturbed: 106,722 sq. ft. (-2.45 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes the construction of a new multi -story hotel adjacent to the Wilmington
Convention Center.

Wilmington Convention Hotel, LLC
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 9 Estell Lee Place, adjacent to the Wilmington Convention Center and Northeast Cape Fear River
within the City of Wilmington limits, in New Hanover County. To locate the site from the Wilmington Regional Office (WiRO) travel
south on Market Street (U.S. HWY 17) until you reach Martin Luther King, Jr. Parkway (N.C. HWY 74) that will be located on the
right. Turn right and travel west approximately 3.5 miles until you arrive at North 31d Street in downtown Wilmington. Travel
approximately 0.5 miles south until your reach Hanover Street. Turn right onto Hanover Street and continue until you reach Nutt
Street. Turn left onto Nutt Street and then take the immediate right onto Estell Lee Place and continue until you reach the property
of interest, which will be located on the right.
The vacant parcel is located between the Coastline Convention Center, The Greater Wilmington Chamber of Commerce and the
Wilmington Convention Center. Existing structures adjacent to .the project area along the riverfront consists of the Wilmington
Riverwalk, steel sheet pile bulkhead and City's floating docks located waterward of The Greater Wilmington Chamber of
Commerce. The project site is approximately 0.8 acres with an elevation of approximately 7' above Normal High Water (NHW).
Waterward of the bulkhead directly west of the Wilmington Convention Centeris an area of coastal wetland vegetation and Section
404 type vegetation, approximately 120' in length by 30' in width, which includes: Giant Cordgrass (Spartina cynocoroides) and
Smooth Cordgrass (Spartina alterniflora) and Common Reed (Phragmites australis). Upland vegetation consists of ornamental
landscaping, maintained grass and hardwood trees, primarily Oak. Existing upland structures on the project site include an
existing stormwater infiltration system "Sand Filter BMP", which was authorized under State Permit No. 15-02 issued to the City of
Wilmington for the development of the Wilmington Convention Center. State Permit No. 15-02 expired on December 31, 2013.
Based on the biological investigation report dated 08/10/2000 for State Permit No. 15-02, the pre-existing soil remediation project
was completed and approved at the time bythe N.C. Division of Water Quality- Groundwater Section (Permit#SR0800073) (See
Sheets 1 and 2 of 2 and Project Narrative).
Redevelopment during the late 1990's and early 2000's of the Wilmington riverfront went through comprehensive efforts between
the City and several property owners, who through their cooperation with the City staff proposed a revitalization projectforthis area
Which has incorporated public trust access in accordance with the enacted law predicated by House Bill No. 1059: GS 113A -
120(a)(1) and (a)(2) (Urban Waterfront) and was authorized the City of Wilmington under State Permit No. 149-98.
The current City of Wilmington/New Hanover County 2006 CAMA Land Use Update Plan classifies adjacent waters as
Conservation, and the adjacent high ground portion of the project area as Developed. The waters of the Northeast Cape Fear
River are classified SC by the Division of Water Resources. They are 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:
The applicant proposes the construction a new multi -story hotel adjacentto the Wilmington Convention Center. The new 186 room
Embassy Suites hotel would consist of eight (8) floors with a total elevation of approximately 135' in height to the highest
associated structure on the roof of the proposed building. Parking for the proposed hotel would be available at the existing
Wilmington Convention Center parking deck, which is accessible from Nutt Street. The application also states a new roadway
extension would be constructed from Estell Lee Place to access the new hotel, along with enhancing the existing parking area at
The Greater Wilmington Chamber of Commerce located at 1 Estell Lee Place. The application states that the proposed work in
this area is located outside the 75' Coastal Shoreline Area of Environmental Concern (AEC) and that the owner and The Greater
Wilmington Chamber of Commerce are in agreement for the proposed improvements to the existing parking area.
The application also states a timber access walkway and grass pavers, measuring approximately 170' in length by 8' in width
would lead from the new hotel to the existing City's public Riverwalk, which would be entirely over highground on the City of
Wilmington's property. The applicant has received authorization from the City of Wilmington for the proposed development within
the 75' Coastal Shoreline AEC on the City of Wilmington's property (See Sheets 2 of 2, A201, A203, A204, C107-Cl09, C111,
City's Authorization Letter and Project Narrative).

Wilmington Convention Hotel, LLC
Page 3
10. ANTICIPATED IMPACTS:
The proposed upland re -development would impact approximately 106,722 sq. ft. (2.45 acres), of which only 2.13% would be
within the 75' Coastal Shoreline AEC. The only proposed development within the AEC would be the limits of disturbance for the
site preparation and the construction of the timber walkwalk and grass pavers. The application states that a stormwater permit
application was submitted on 12/08/2015 and an erosion and sedimentation plan was submitted on 10/14/2015 for the proposed
project.
Submitted by: Robb L. Mairs Date: 01/28/2016 Office: Wilmington

9,%WK
WDICKSON
community infrastructure consultants
January 28, 2016
Mr. Robb:Mairs
Wilmington District
NCDENR, Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: CAMA Major Permit
Embassy Suites - Wilmington, New Hanover County
WKD Project Number 20130038.00.WL
Dear Mr. Mairs:
Wilmington Convention Hotel, LLC is undertaking site improvements on their property at 9
Estelle Lee Place in Wilmington, NC. As part of the improvements, they are constructing 186 room
hotel that will require work on the adjacent Greater Wilmington Chamber property.
Though construction is taken place on the Chamber's property, none of the proposed
improvements being made are within the Chamber's 75' Area of Environmental Concern.
Therefore, an authorization letter is not being provided for the CAMA major permitting process.
As an adjacent riparian property owner, the Greater Wilmington Chamber was notified via
certified mail on January 13, 2016 of the improvements being made to 9 Estelle Lee Place in
Wilmington, NC.
ff you have any questions or require additional information, please contact Weston Boles with W.
K. Dickson at [phone].
Sincerely,
/,w 6o4 -,--
Weston
Boles, PE
Project Manager
909 Market Street
Wilmington, NC 28401
Tel. [phone]
Fax [phone]
--ww.w.wkdI s6f rn""-"" "
DCM WILMINGTON,.N
JAN 2 8 2016

ago MF -1
APPLICATION Mr
Maier Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Business Name
Wilmington Convention Hotel, Lic, By Harmony Hospitality
Embassy Suites Wilmington
Applicant 1: First Name
MI
Last Name
Page
S
Johnson
MI
Applicant 2: First Name
MI
Last Name
Weston
N/A
N/A
N/A
If additional applicants, please attach an additional page(s) with names listed.
MI
Mailing Address
PO Box
City
N/A
State
1300 Diamond Springs Road, Suite 204
N/A
Virginia Beach
Mailing Address
VA
ZIP
Country
Phone No.
State
FAX
No.
23455
U. S.A
757 - 363 -
9262 ext. N/A
757
- 363 - 9262
Street Address (if different from above)
City
State
Phone No. 2
ZIP
N/A
N/A
N/A
ext. N/A
N/A- N/A
Email
ext. N/A
FAX No.
[e-mail]
2. Agent/Contractor Information
Business Name
W.K. Dickson
Agent/ Contractor 1: First Name
MI
Last Name
Weston
G
Boles
Agent/ Contractor 2: First Name
MI
Last Name
N/A
N/A
N/A
Mailing Address
PO Box
City
State
909 Market St.
N/A
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28401 N/A
910 - 762 - 4200
ext. N/A
N/A - N/A - N/A
ext. N/A
FAX No.
Contractor #
910 762 4201
N/A
Street Address (if different from above)
City
State
ZIP
N/A
N/A
N/A
N/A -N/A
Email
[e-mail]
<Form continues on back>
DCMVRECEIVED
lMIN112 ,�V RIC
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.n
'A 120,16

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
iqn,�
60-.Locaf.
a. Total length of shoreline on the tract (ft.)
County (can be multiple)
Street Address
State Rd. #
New Hanonver T9
Estell Lee Place
N/A
Subdivision Name
city
State
Zip
N/A
Wilmington
NC
28401 - N/A
Phone No.
LotNo.(s) (if many, attach additional page with list)
N/A - N/A - N/A ext. N/A
311819.60.7852.000, 1 1
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
jd� Cape Fear River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural E]Manmade E]Unknown
Cape Fear River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes [:]No
work falls within.
City of Wilmington
A'Sige Descrip towo.
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
Apprx. 430 LF
34,848
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, N/A, N/A, N/A
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
7' EINHW or IZNVVL
e. Vegetation ract
Grass
f. Man-made features and uses now on tract
Sand Filter BMP
g. Identify and describe the existing land uses adiacent to the proposed project site.
Convention Center and Parking Structure, Hotel, Commerce Building
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
CBD (Central Business District)
(Attach zoning compliance certificate, if applicable)
®Yes EINo EINA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ve4 Ayes ']No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. 0Yes -®No [INA
If yes, by whom? N/A
I. Is the proposed project located in a National Registered Historic District or does it involve a [:)Yes ®No E:1NA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 :: 1.888.4RCOAST :: www.nccoastallmanagemenRECEIVED
bUAWILMINGTON, NO
AN 112016

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit.
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Site is serviced by CFPUA
o. Describe existing drinking water supply source.
Site is serviced by CFPUA
p. Describe existing storm water management or treatment systems.
Exsting storm water management system consist of three closed underground sandfilters
i;
' - •.0
S�Act►,vit�.es an d lmpac>ss
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑Private/Com munity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The Wilmington Convention Hotel, LLC plans to construct a new 191,214 SF, 186 room hotel next to the Wilmington
Convention Center in downtown Wilmington. The daily operations when complete will be standard operations of a normal
hotel and associated social functions.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
The Wilmington Convention Hotel, LLC will be constructed using earth moving equipments as well as equipment consistent
with the construction of a mutli-story building. While equipment is not in use the equipment will be stored on-site.
d. List all development activities you propose.
The Wilmington Convention Hotel, LLC will construct a 186 room hotel and all roads, utilities, walkways needed to s rvice
the hotel. Within the 75' AEC, _ The Wilmington Convention Hotel, LLC proposes to construct a wooden boa alk to
connect to the exsting riverfront boardwalk to the west.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 2.45 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
The existing and proposed stormwater will be treated in three exsting sand filters and one proposed Contech stormwater
filter & detention facility and then discharched into an exsting storm drainage sytem that dischares into the Cape Fear River.
I. Will wastewater or stormwater be discharged into a wetland? [-]Yes ®No []NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
RECEIVED t C
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagementtw VVILMINU'UN,�
;N . �� 2016

Form DCM MP -1 (Page 4 of 4)
APPLICATION foe
Major Development Permit
a.' A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners 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.
PKone WK.
Name The Greater Wilmington Chamber Foundation Phone No. N/A
Address PO Box 330, Wilmington, NC 28402
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
15-02, City of Wilmington, 10/31/2007 44-07, Riverfront Marina, N/A
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed byproperty owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 11 3A 1 -10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
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 the conditions and restrictions contained in the permit.
|mertify that am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enteron the aforementioned lands in connection with evaluating |n0onnpVon related tothis permit application and follow-up
monitoring ufthe project.
I further qeIr information provided in this applicati truthful to the best of my knowledge.
�ltlthat\he
Date LN � Print Name
Signature
Please indicate application attachments pertaining to your proposed project.
EIDCM MP -2 Excavation and Fill Information ODCMW1P-5Bridges and Culverts
UDOCK8MP-3Upland Development
EIDCM MP -4 Structures Information
RECENED
.N{)
252'808'2808 ', 1-888'4aCOASr `^ vvvvv,.nccnanta/manaeement.net

Form 0CM FSP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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. Please include all supplemental information.
4'4 .
'GENEP?A Plr4iilD D <!/.EL.OPMEN1'...
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 4 Parcels
1 Building Structure (Hotel with 186 Rooms)
c. Density (give the number of residential units and the units per
acre).
N/A
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No [:INA
(ii) If yes, list the date submitted: 10/14/2015
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
2.13%
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
92%
j. Describe proposed method of sewage disposal.
Sewage with be disposed of by a gravity sanitary sewer
connected to an existing CFPUA manhole
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, 'Wash down" and residential discharges).
Stormater from the site is collected and treated in one of
three existing sand filters or a proposed Contech
stormwater filter detention facility and dischared into an
existing storm culvert that dischares to the Cape Fear
River.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
2.45 Acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be usdd for impervious surfaces.
Asphalt, Concrete, Brick Pavers & Wooden Boardwalk
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: 12/8/15
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes NNo [INA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes NNo ❑NA
If yes, attach appropriate documentation.
RECEIVED
DCAP UUII RAINGTOK NC
252-808-28082 :: 1-888-4RCOAST :: www.necoastaimanagement.net revised: 12/26/06
JAN I1 22016

Form DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Water supply will be provided by CPFUA
o. When was the lot(s) platted and recorded?
City of Willmington (R04716-001-024-000) - 3/10/2009
Wilmington Convetion Hotel LLC - 12/3/2014
Date
Embassy Suites -Wilmington
Project Name
Page S. Johnson
Applicant N e
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres? NA
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes ❑No ®NA
RECEIVED
Ir9Cb4i UVII p41plp
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/66
JAN 2016

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SIDEWALK (TYP.) TIE TO EXISTING
\
I RIVERWALK
CURB & GUTTER
I
>I
z
PER GEOSOLUTIONS PRODUCTS
EMOVABLE BOLLARD
Lu
OR APPROVED EQUAL
O
(18' WIDE MIN.)
5' CONCRETE
o I 1
SIWALK
o
em FEMWAR
I �-01
y
wl
INSTALL INSTALL 5' WIDE SWING GATE
TURN SIGN
�, • �.
30' NORMAL WATER
LEVEL BUFFER
TIE TO EXISTING--
CONCRETE BAND
_
I 30' .'
I
I
I
--
�
VICINITY MAP
r = 1,O00'
ONCRETE
CONVENTION CENTER DRIVE -
4NSTALL BICYCLE RACKS REMOVED/STORED
DURING DEMOLITION. INSTALL TOFF
CONCRETE SIDEWALK
(TYP. 1 OF 4)
I�-1(J I II
EMBASSY SUITES
WILMINGTON
IWILMINGTON CHAMBER
OF COMMERCE
ACCESSIBLE PARKING, SIGNIN
ISTANDARDS AND WHEEL STOP (TYP.)
I
TIE TO EXISTIN
CONC. SIDEWALK
- - - - - T TRANSITION T
VERTICAL. CURB
1 PAVEMENT MARKING
(TYP.)
1 TIE TO EXISTING
CONC. SIDEWALK
24" CURB AND GUTTER (TYP.)
(NCDOT STD. DETAIL # 846.01)
I:UVLKtU VVALKVVAY I U
CONVENTION CENTER
(SEE ARCHITECTURAL AND STRUCTURAL PLANS)
EXTERIOR COURTYARD BRICK PAVERS IN PEDESTRIAN AREA (SEE
ARCHITECTURAL PLANS FOR BRICK PATTERN AND MATERIAL) WILMINGTON
,COURTYARD FENCE ENCLOSURE CONVENTION CENTER
(SEE ARCHITECTURAL PLANS) AND PARKING DECK
,,GATE
(SEE ARCHITECTURAL
PLANS AND DETAILS)
r6" NO. 57 STONE CANOPY
W/ GEOTEXTILE FABRI (SEE ARCHITECTURAL AND
STRUCTURAL PLANS)
OVERHEAD WALKWAY
TO PARKING DECK
(SEE ARCHITECTURAL AND STRUCTURAL PLANS)
5'CONCRETE
SIDEWALK (TYP.)
80 0 80 160
SCALE: 1' = 80'
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
ENTRY DROP OFF BRICK PAVERS
(SEE ARCHITECTURAL PLANS FOR
BRICK PATTERN AND MATERIAL)
-6" CONCRETE VERTICAL CURB
BOLLARDS @ 8' CENTERS (TYP.) (SEE ARCHITECTURAL PLANS
FOR DETAILS & CIVIL DETAILS FOR LOCATION AND SPACING)
-6'CONCRETE
SIDEWALK (TYP.)
,-EXISTING
DOOR (TYP.)
,, INSTALL BICYCLE RACKS REMOVED / STORED
DURING DEMOLITION. INSTALL TOFF FACE OF
EXISTING BUILDING (TYP. 1 OF 4)
ONCRETE STAIRS
W/ RAILING (SEE
ARCHITECTURAL PLANS)
WATER TANK CONCRETE PAD AND SCREENING
(SEE ARCHITECTURAL AND STRUCTURAL PLANS)
I
1
1
I
I 1
I
I
I
1
I
I
I
I
I
1
I
1
I
TRASH COMPACTOR
SIDEWALK (TYP.)
NORMAL WATER LEVEL i i w II
LINE AT BULKHEAD I LL II
NTEGRAL SIDEWALK AND
RETAINING WALL W/ RAILII
(SEE STRUCTURAL AND
yy o II
ARCHITECTURAL PLANS)
EMBASSY SUITES
WILMINGTON
IWILMINGTON CHAMBER
OF COMMERCE
ACCESSIBLE PARKING, SIGNIN
ISTANDARDS AND WHEEL STOP (TYP.)
I
TIE TO EXISTIN
CONC. SIDEWALK
- - - - - T TRANSITION T
VERTICAL. CURB
1 PAVEMENT MARKING
(TYP.)
1 TIE TO EXISTING
CONC. SIDEWALK
24" CURB AND GUTTER (TYP.)
(NCDOT STD. DETAIL # 846.01)
I:UVLKtU VVALKVVAY I U
CONVENTION CENTER
(SEE ARCHITECTURAL AND STRUCTURAL PLANS)
EXTERIOR COURTYARD BRICK PAVERS IN PEDESTRIAN AREA (SEE
ARCHITECTURAL PLANS FOR BRICK PATTERN AND MATERIAL) WILMINGTON
,COURTYARD FENCE ENCLOSURE CONVENTION CENTER
(SEE ARCHITECTURAL PLANS) AND PARKING DECK
,,GATE
(SEE ARCHITECTURAL
PLANS AND DETAILS)
r6" NO. 57 STONE CANOPY
W/ GEOTEXTILE FABRI (SEE ARCHITECTURAL AND
STRUCTURAL PLANS)
OVERHEAD WALKWAY
TO PARKING DECK
(SEE ARCHITECTURAL AND STRUCTURAL PLANS)
5'CONCRETE
SIDEWALK (TYP.)
80 0 80 160
SCALE: 1' = 80'
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
ENTRY DROP OFF BRICK PAVERS
(SEE ARCHITECTURAL PLANS FOR
BRICK PATTERN AND MATERIAL)
-6" CONCRETE VERTICAL CURB
BOLLARDS @ 8' CENTERS (TYP.) (SEE ARCHITECTURAL PLANS
FOR DETAILS & CIVIL DETAILS FOR LOCATION AND SPACING)
-6'CONCRETE
SIDEWALK (TYP.)
,-EXISTING
DOOR (TYP.)
,, INSTALL BICYCLE RACKS REMOVED / STORED
DURING DEMOLITION. INSTALL TOFF FACE OF
EXISTING BUILDING (TYP. 1 OF 4)
ONCRETE STAIRS
W/ RAILING (SEE
ARCHITECTURAL PLANS)
WATER TANK CONCRETE PAD AND SCREENING
(SEE ARCHITECTURAL AND STRUCTURAL PLANS)
I
1
1
I
I 1
I
I
I
1
I
I
I
I
I
1
I
1
I
TRASH COMPACTOR
30' NORMAL WATER
IICONCRETE
LEVEL BUFFER I
z
(I
I
EAVY DUTY CONCRETE
' SIDEWALK (TYP.)
INTEGRAL SIDEWALK AN
PAVEMENT
IRETAINING WALL W/ RAILING
(SEE STRUCTURAL AND '
II
I
ARCHITECTURAL PLANS) I
_- :-__-------�\
I
I
IEXISTING
SAND FILTER
L-
TIE TO EXISTING
TIE TO EXISTING
- - - - - - - -
I RIVERWALK
CURB & GUTTER
UI
....:.:...:
1
8' WIDE WOO
ACCESS TO
SIDEWALK (TYP.) TIE TO EXISTING
\
I RIVERWALK
CURB & GUTTER
j
GEOBLOCK GRASS PAVER
yl�
PER GEOSOLUTIONS PRODUCTS
EMOVABLE BOLLARD
OR APPROVED EQUAL
@ 7' CENTERS
(18' WIDE MIN.)
5' CONCRETE
o I 1
SIDEWALK (TYP.)
5' WOOD ACCESS
3TER PAD W/ ENCLOSURE
z
NO RIGHT -
INSTALL INSTALL 5' WIDE SWING GATE
TURN SIGN
a (MATCH EXISTING FENCE)
TIE TO EXISTING--
CONCRETE BAND
THE
GREATER
EMBASSY SUITES
WILMINGTON
IWILMINGTON CHAMBER
OF COMMERCE
ACCESSIBLE PARKING, SIGNIN
ISTANDARDS AND WHEEL STOP (TYP.)
I
TIE TO EXISTIN
CONC. SIDEWALK
- - - - - T TRANSITION T
VERTICAL. CURB
1 PAVEMENT MARKING
(TYP.)
1 TIE TO EXISTING
CONC. SIDEWALK
24" CURB AND GUTTER (TYP.)
(NCDOT STD. DETAIL # 846.01)
I:UVLKtU VVALKVVAY I U
CONVENTION CENTER
(SEE ARCHITECTURAL AND STRUCTURAL PLANS)
EXTERIOR COURTYARD BRICK PAVERS IN PEDESTRIAN AREA (SEE
ARCHITECTURAL PLANS FOR BRICK PATTERN AND MATERIAL) WILMINGTON
,COURTYARD FENCE ENCLOSURE CONVENTION CENTER
(SEE ARCHITECTURAL PLANS) AND PARKING DECK
,,GATE
(SEE ARCHITECTURAL
PLANS AND DETAILS)
r6" NO. 57 STONE CANOPY
W/ GEOTEXTILE FABRI (SEE ARCHITECTURAL AND
STRUCTURAL PLANS)
OVERHEAD WALKWAY
TO PARKING DECK
(SEE ARCHITECTURAL AND STRUCTURAL PLANS)
5'CONCRETE
SIDEWALK (TYP.)
80 0 80 160
SCALE: 1' = 80'
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
ENTRY DROP OFF BRICK PAVERS
(SEE ARCHITECTURAL PLANS FOR
BRICK PATTERN AND MATERIAL)
-6" CONCRETE VERTICAL CURB
BOLLARDS @ 8' CENTERS (TYP.) (SEE ARCHITECTURAL PLANS
FOR DETAILS & CIVIL DETAILS FOR LOCATION AND SPACING)
-6'CONCRETE
SIDEWALK (TYP.)
,-EXISTING
DOOR (TYP.)
,, INSTALL BICYCLE RACKS REMOVED / STORED
DURING DEMOLITION. INSTALL TOFF FACE OF
EXISTING BUILDING (TYP. 1 OF 4)
ONCRETE STAIRS
W/ RAILING (SEE
ARCHITECTURAL PLANS)
WATER TANK CONCRETE PAD AND SCREENING
(SEE ARCHITECTURAL AND STRUCTURAL PLANS)
I
1
1
I
I 1
I
I
I
1
I
I
I
I
I
1
I
1
I
TRASH COMPACTOR
SCREEN WALL (SEE ARCHITECTURAL AND
1
STRUCTURALPLANS)
I
EAVY DUTY CONCRETE
PAVEMENT
1
ESTELL LEEPLACE1
_- :-__-------�\
I
\ SIGN)
TIE TO EXISTING
\
1
1
CURB & GUTTER
/-5' CONCRETE
SIDEWALK (TYP.) TIE TO EXISTING
\
CURB & GUTTER
\�
1
-TIE TO EXISTING
I
CONC. SIDEWALK
`ll'
.LARDS P.)•-
3TER PAD W/ ENCLOSURE
6TIE TO EXISTING
CONC. SIDEWALK
CONCRETE SIDEWALK (TYP.)
I I
r
1
1
i
1
I
1
I
I
1
I
1
1
I
1
1
I
1
1
I
1
1
I
I
1
1
I
1
1
I
1
1
1
1
1
1
I
1
1
I

loom
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DCM WILMINGTON, NO

ARCHITECTURAL NOTES
tox to -u n..an s-c..xmv-� ARCHITECTURE
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RECEIVED
DOM, WILMINGTON, NC

M CURB + GUTTER TO
TURN DOWN'CURe DETAIL
NOT TO'SCALE
DRIVEWAY TO EXISTING ROADWAY
coNNECTK)NDETAIL
NDT-TO SCALE
MmNP-a
'scni'ow
BRICK PAVERS IN'PEDESTRIAN AREAS
NOT TO SCALE
24•FDnsNwnn Iz4o:rA•ow sAta°mss.IwAEL
[�cRFASEAnvwolre ExavueElronAxoNiN
' ISFNOMEFOE OF FANM1'4 - -
caYr=� - evaiPAYERsex conctiErewm
isoex+uc Paraeme sum
`y LrGEiPA]RIDNtWR (SFPMMRECNIIN.PIAIISFdt
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VMIFSPTOCJ � F�I — �. �` I FANPAaIEO
II—t 21 �� I lltauRwAo�Asc
i II
�y
`® 13T
BRICK PAVERS ON CONCRETE —I—
WITH MORTAR-JOWTS
NOT TO SCALE
FCRLtEDNOLE FORN REW:DRGNOEMYAM
'StYI. UT'llMf1YP.GPARM10 woon
ORtVERESNt RUSN4NINTDP, tKCx2CR
SP SET FAPNEDGEOP PAYFMENf
1r' 4PER Akl tr - - .
\'srs uwnaaErnsrmxeRETEPaRAFleanacA
e•
PARKING WHEEL STOP DETAIL
NOT-TO=SCALE'
- '-vstuxcaYnxuous
Dtr7
"AT.0.2ARDaA�e.
ArwoslAo
-rTtNCa:IORETE"
wsP�EW+Eon
_I :. a' nre cEorcsN
: nEPDRr
,� r � '�ulsKiED�srorve
# _ taSECRA9
SPE�IED W
TNEO T
SECTION 'S' 'mBAAcrosDrnasE
Pnu[cnxrnErE
' .E0a P91 yI40R
SPECPh➢W
111E GEOlEMREP00.[
t6'FSIPKJDWS
SECTION
,ISEE�[.LY18FG{ENtARIWiF57
Psis mr m`mzc�mc w.y
(a6:.:4G1 n D) P tArst
�^•��� o-'.aaaurz w4x cane
aLau:m.msw Y .
LIGHT DUTY PAVEMENT DETAIL
NOT TO SCALP
r +sn.L* nv°Rrr
uran¢ cws troe s.en
_ (F6rN4lD w IN U• 4^G1
E' AGALNR wSC CW W
HEAVY DUTY PAVEMENT DETAIL
NOT TO SCALE
- r, wnastE VANlr4x
rm vv�u'1°°art aP1'wa+c
HEAVY DUTY
CONCRETE PAVEMENT DETAIL
NOT TO SCALE -
rm enM^uF 9�IDVE
wo..Crn. RSA, S9 "1
LIGHT-DUTY
CONCRETE PAVEMENT DETAIL
'NOT 70 -SCALE
r Aso.lul
it
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AIL RR'" PAVERS Ta
4-�
I 1 w/ aG4t MP.
Prt St[[K Sw SPLCi
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xAr 24— --'$
CONCRETE 9Atm
smheaAs
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_
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' cr eR16F
(Si ARGIIiEC1aRAl PLANE
MR 9R:GC aAratlL A.vo
"TERIAL)
BRICK PAVER
NOT TQ SCALE
DRIVEWAY TO EXISTING ROADWAY
coNNECTK)NDETAIL
NDT-TO SCALE
MmNP-a
'scni'ow
BRICK PAVERS IN'PEDESTRIAN AREAS
NOT TO SCALE
24•FDnsNwnn Iz4o:rA•ow sAta°mss.IwAEL
[�cRFASEAnvwolre ExavueElronAxoNiN
' ISFNOMEFOE OF FANM1'4 - -
caYr=� - evaiPAYERsex conctiErewm
isoex+uc Paraeme sum
`y LrGEiPA]RIDNtWR (SFPMMRECNIIN.PIAIISFdt
�-�- 'MA1LumsENANr EwrxvArrFRxum4aA[Enw7
VMIFSPTOCJ � F�I — �. �` I FANPAaIEO
II—t 21 �� I lltauRwAo�Asc
i II
�y
`® 13T
BRICK PAVERS ON CONCRETE —I—
WITH MORTAR-JOWTS
NOT TO SCALE
FCRLtEDNOLE FORN REW:DRGNOEMYAM
'StYI. UT'llMf1YP.GPARM10 woon
ORtVERESNt RUSN4NINTDP, tKCx2CR
SP SET FAPNEDGEOP PAYFMENf
1r' 4PER Akl tr - - .
\'srs uwnaaErnsrmxeRETEPaRAFleanacA
e•
PARKING WHEEL STOP DETAIL
NOT-TO=SCALE'
- '-vstuxcaYnxuous
Dtr7
"AT.0.2ARDaA�e.
ArwoslAo
-rTtNCa:IORETE"
wsP�EW+Eon
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: nEPDRr
,� r � '�ulsKiED�srorve
# _ taSECRA9
SPE�IED W
TNEO T
SECTION 'S' 'mBAAcrosDrnasE
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t6'FSIPKJDWS
SECTION
,ISEE�[.LY18FG{ENtARIWiF57
Psis mr m`mzc�mc w.y
(a6:.:4G1 n D) P tArst
�^•��� o-'.aaaurz w4x cane
aLau:m.msw Y .
LIGHT DUTY PAVEMENT DETAIL
NOT TO SCALP
r +sn.L* nv°Rrr
uran¢ cws troe s.en
_ (F6rN4lD w IN U• 4^G1
E' AGALNR wSC CW W
HEAVY DUTY PAVEMENT DETAIL
NOT TO SCALE
- r, wnastE VANlr4x
rm vv�u'1°°art aP1'wa+c
HEAVY DUTY
CONCRETE PAVEMENT DETAIL
NOT TO SCALE -
rm enM^uF 9�IDVE
wo..Crn. RSA, S9 "1
LIGHT-DUTY
CONCRETE PAVEMENT DETAIL
'NOT 70 -SCALE
r Aso.lul
cwwca 24• . �
(:.si¢A.Im@n�I
u• lint I la PwGcuvi "�'"
I 1 w/ aG4t MP.
Prt St[[K Sw SPLCi
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_ `
\\
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ira�:d PA¢ ear
_
- `m1�Pee� aesuFC
fFK YObb.n4K .oe
a- C'a1CPlan K WJL�•
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24' CONCRETE FLUSH CURS
.NOT TO'SCALE
TYPICAL BOLL -ARD FOR DUMPSTER PAD
NOT TO SCALS
PSDARPLHRIdIDILR ..
muasa�svmnl - I Tal 4vc A � A '
°
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E•TiK wM. - `
CRVBIL'DErONE _
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TfEGEatEOX E• .11' � 1 `•
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DUMPSTER PAD W/. SCREEN
NOT TO SCALE
�, CDA SRfi[EAPRON ,
�a m
TOP, VIEW
ND]E51.
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SUITES
9 ESTELLLEE PLACE
WILMINGTON. NO.Z CAROLINA
28497
SITE DETAILS
FINAL DESIGN - NOT
RELEASED FOR
CONSTRUCTION
t-'Fnwt. mcccuuElOs
I
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le V.V [PAIPf. 6mPE 1118! AT Pal P6>SOILN P ueiim Nle enwrla(e. 'Mitt ac xAbIH ry YFiiAt DE:
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FUN NB TME CARE NOT TO DAMAGE ON NWI UNDERCUT E E MESH DURING MOMENT REMOVAL REPLACE
STONE M NEEDED.
B $PEC* SLT FENCES AT LEAST ONCE A :1P9f AND ATEA EAG, YWNFAU. MART ANY RECUTR. REPAIRS
NLMEOA:] SHOULD THE FABRIC OF A SILT FPOE COLLAPSE. TEM. CECOMPOST OR SECCME NEFFECNF•
v uE ilxe VE MEET, RRAEM�.vO UCU T) -C, PREDEPO$SESSUREnW VE VE CE. IMEE , TOA $.ERCT_
oADID
UNDERMINING THE TERM DURING C.E.wOUT. REMIM ALL FEERONG YATERALS AND UHSTAB.E SET MENT
OLGSTS AND BRING M AREA TO OTADE &NO STABROM IT AFTER THE CwSMBUTNC DRAINAGE AREA
HAS BEEN PRCPOkY STABIT IED.
9. ALL COVSTNCiION ENTRANRS W BE PERFI TOP DRESSED MN AN ADOITONAL 2 WCNES OF
NO a STORK TO MAINTAIN PROPER DEPTH. MY SEGMENT NAT IS MAGREO WIG THE $,TEF! ANLL BE
IMED TAY ROIE-
10, INSPECT CHECK DAMS AND CHANNELS AT LEAST TMII LY ANO AFTER EACH SOOFTCANT 0/2 INCH OR
D�COw ) NANCF"OULD CL06 TAND HE CHIN IR TWMmETN M'NEEDC EM OUT SEDWENT, STRAW. UMM. OR OTR.
ANI 9UEMERGENGE AND OEPOST01: MOLE NF w[OR 0. AND EROSION FROM HIGH BOAS
MOUND THE mGfS ISE THE DAY. C ', GE MM.IAT, Y. IF SANIFICANT ERDSON OCCURS
K"FF3}I OATS. ADDITIONAL MEASURES CAN m THEN SUCIH AS. INSTALL. G A PROTECTS[ RIPRM LA'ER
M TUT P"10, W THE CNANN0.
REUOYE SMMETIT ACONLMTCD BEHIND THE GADS AS ROOM TO PRMT DAMAGE M CRANNIM
VEf£,A-, ALLO. TIE ONANNEL TO DRAIN THROUGH THE STONE C,II Ow, AND PRESENT LARGE ROv'S
FRIM C R-. B.WIwT OVER THE DAM- AGO STONES TO DANS AS IM- TO WNITAN DES. HE NI
AND CROSS SECTOR.
GENERAL NO71S:
1 i Ins IMLs w �]r':I."O.'yA"aYOIc. I rENLTIc
x rRmp�a niu � � .Toe s<1 rDER: M To mAH r 1
a+m IgiR SwL t Yom• w IMinSit Ab a s M jR < -
mFJAS1dT. AwiE Sim T=aS "_ j WAPm �.
6 un WHO WN tY MUS, C9 eAa wr+ A uI.NFar eF
AP[ ws, PERM ¢ Im, J G -L W Ix Lwow IS' Wo.•Nci
WL U.
BY ALW Wu ALIO nplm M WRNS ertlr
I A NEER, IN OAOTAAA•p NNW E Y Eft c Icwuu
OR
m .W , SILT FENCE
NOT TO STALE
CONSTRUCTION SPECIFICATIONS'.
I- UKWORILYORA IEASwL ---ESSG APPROKwATTE JOFT.
i ORNES'- POSB i RTOT E_UNO.SWNOUg9OTIEWAET
SPACE POS -AROU D-PIOUNETEROFNTIMETA
], SMIOUAOT&POSR$MTTHYARE-HARVARECLDN 9Ef.IWE
NE WAE M[SHTO TIRE STEELPDSTSATTNETCP, .SIF AND
00TTW. PIAONOA ]FOOT FLAP OFNE MARE REIN IMCER NE
GRAVEL FOR ARG+JR W G M R ECOAURI W EO
A.-CLEUROR.A �EAIN000TF60R-STONEONA216LOP.-
leW AROUHOlHEvnRBAND NOON iOANBVEN
caABs E �
i OA.ETIREIpNrTINfTNG MN,EGEMGNM.BN6TMN;EO.
RE/CVEALCUMVIATm 6m WIINt. ANO ESRAiIUOI R.YA 01YLMr
IBEYAmNs
RxnwACT n1E ARIES PROPEALv ANO STMeU.E R vAN
B GROUNROVER
DROP INLET PROTECTION
NOT TO SCALE
EROSION CONTROL NOTES
SEEDED PREPARATION NOTES
1. SUNIFACEONAPLMCIECGiADIYC BEFORE PMEASURESRIMMING S7mB.ACew.Ne tO
2 AORpESApS TO BE SEFE SNALL BE NPP. AND SPREM WRN AVAILABLE
TREPAR,�cDO AL
o- M 9wHALA.O x10 6 ." N. SOLLS ANDD.
COMPACTED WRWC GRADWO LOOSEN :e A OEPN are O C.
1 FROLI iN SURRIF i0 P OVERT WPIC SRFEYFn�.CE-MSM.TIl% I�YUT
NIG, YNMRNAIRGE M VEQTATD`L
a. IMPLpYLIVE �ACCORDM
6 0SOL
N0-1 OTE ,I REO. CGDATwb5N0503
A?PLY l.lES ONEN%ME INCCFP� 1 INNTY lO�d 10 r � MIOW.
5 NO SOIL�TESST XA BEEN PERFORMED. `AP�PLYY FFEEBTJZER ACCORDING
TD `•EDWG-.11CATWS Bao..
fi.
-GH. 5EED8. SURFACE "rpq TO ARPUCAnw. GROOVE OR
`LRNw SL.PES STEEPER THAN J:1.
T. FOR TEMPORARY MASEED NG WARDS .NICU N1LL NOT BE BROUGHT TO
nNFORAIi.BEEO.NG BPEfTMiFIGnO BfLOwDAY6. !OLLOw EHC
PERMANENT SRONG SPEORCAY--®
LOY MANIERAN'CE MEAS
STEEP SOPS$ OR STONY. $MALLOW OR NY SOLS
DAR. TME RAR
UO 25 -SEPT. tS TALL FESCUE IW LE/AGWE
rW- a -IRAN 21 WRIVA IESPEDEZA >D LB/AIME
RCBC LESEMM 10 L&/ACRE
GENRE SLOPS. AtiRAGE SOLS
ARCHITECTURE
P L A N N I NG
L'AIMIWBOIL NC
IIwY�nP� sea 31,
SaIeMPY. MD
SMO AmI
Dover. DE
IV, me
xWwnetiemlNOa^.mm
GNA55-LM CNANIW. AN.TAGE $OLS
OATES PAR
MB 25 - 0.T. TALL FESCUE 2O0 5 lH/TD00 R
wwSs-u•+m wAnxELS. UNY Sa$
DATES
APB; 15 - JJME l0 Cw.W BERMUDA GRASS M - 9G, LB ACPE OR
1 - 2 LE/1600 S
.DMENTS SHALL. BC LTURAL ­MRCMPD. AT AHE/RATE CF lGGG LB ACRE OZFEwWNO
SIR SCUOIL GRASS-L'IEy QUARREL SOUL UUM OCp lB�1ACRE�Ix uMR.
GROLNRAL UM610NS AO 500 LB/ArRE ' io-:o-tD FER .Zol'B
NULLA STALL BE APPLIED AT NE RATE M ADCC LB ACRE G' ��WW
w SHALL BE ANGHORED BY TACKING MN ASTIR T. .v_TINNG ORS Cl
LIN G wMNEarLR-FO CINLAEO O HIGH ^MSOR SMR GEPIRLL M OEASB
amtmy ----S -
DAES TYPE RATE AVEMMENTB
JAN. 1 - MAY 1 RTE (GRAAV) IN LB/ACRE 2000 LB/ACM GROUND
1. LS -YAR 21 AATIUAL _)lrOEA. SO TR/ACRE 51�pNE 1i,, ASO LE/
LODE CRE OF 10 -10 -TO
Ei MZER
DALES TYPE RAYS AMENOYENIS
MAY 1 - AUG. 15 M.A. CULLET b LB/AWE 4000 Legg GROUND
AGRIGUL111U1Ru UVE-
SRgqyy[ MD 150 LB/
AC2F W IR)-Io-RO
FERnurR
O0 JR5 TEF_ "ATE MRONENYs
AVG 15 - DEC W RM (GRAN) IN LB/ACRE 20D0 LB/AGE GHW W
sPOCUL U4E-
TGNE AIM To. L9/
cRE HY lo-lD-1G,
FERTUIFR
SULw SILL F APPIIm AT NE ftA1E W aDOp LB/ACAENS,RA..
SMALL BE ANwDREO BY AwIKG MN ASH t. . VYING OR NU,w
ANGIORMG TOBL�E�A'19LL1
L ES
YE[ ATISc CO WHOi OORW A EW TE E �RGLE090�M1 0OIRIjEONED SRw
S,
UCNRES. W Mr EVENT RGPCS LEF'1 tOPOSm SICW_ MMx 41
CAL ROMAgR DAYS OF COURkydN Cf ANY EVER OF GRADING BE FLAMED W
OS 3NT a ,,c EPNI EA09ONO FALLER OEMCES ." RMCi .
'ACq�Oyry7ACTCEW -ERM
MD LAND YISTURBING E Nps VAT 01 -NE TMEN ON
RS'RWVW?R04AaAaMI MUST nE Y- OR�.'-� SE P� O D .10I.N 21
CALJIDAR DAYS ON NAT PORTON OF TRIC DRACI UPON BIBM MR
.Ir
0 CAro NOSENG-D AS. ONE
P8A9ro A PesNCRVJR
.1Ell TO BE INU'CAim. M
EMBASSY
SIIITES
9 ESTELL LEE PLACE
WILMINGTON. NOR7H CAROLINA
29-01
EROSION CONTROL
DETAILS
FINAL DESIGN - NOT
RELEASED FOR
CONSTRUCTION
RECEIVED
DC1;i VV' LIV I NGTON, NC
-RPT. 15
rM 5 - MM. 21
TALL FESCUE BO LB/ACRi
WRICLA (ESPEDE2A 2D LB/ACRE
RCBC LESPmE2A I. LB/AGRE
N'.w YAM. ANCE
MEAS
GENTLE SLOPES SOLS ON AVERAGE OR BETTER VOTURE. COD: STIES
DATES
� RAR
AUG a_15
BLEND OF TING TURF-TTPE 200 - 250 UI/ACRE
TAI. FESCUES (901) ANO
TRIO w MG¢E �ENNCRY
9UICGR SB VIAETU6 (10S)
``tN RCIAA
CENTIL REPEB OITF.Jt SOLS, PNVSCAL UMriATIXRS
?: P .Z?
DAZES
TN[ MS
KtlnRA /L/r F
AUG 25 - SEPT. 11
BLEND OF SOF AY -S TALL- - Z50 US/—LIA.OARh
'4��
•ASO-.....
FESCUE AND SOS M%ERE
N uwE NRF TYPE
AF G.19�:`••
TALLY RESINES
Ea I7J%-�
GNA55-LM CNANIW. AN.TAGE $OLS
OATES PAR
MB 25 - 0.T. TALL FESCUE 2O0 5 lH/TD00 R
wwSs-u•+m wAnxELS. UNY Sa$
DATES
APB; 15 - JJME l0 Cw.W BERMUDA GRASS M - 9G, LB ACPE OR
1 - 2 LE/1600 S
.DMENTS SHALL. BC LTURAL ­MRCMPD. AT AHE/RATE CF lGGG LB ACRE OZFEwWNO
SIR SCUOIL GRASS-L'IEy QUARREL SOUL UUM OCp lB�1ACRE�Ix uMR.
GROLNRAL UM610NS AO 500 LB/ArRE ' io-:o-tD FER .Zol'B
NULLA STALL BE APPLIED AT NE RATE M ADCC LB ACRE G' ��WW
w SHALL BE ANGHORED BY TACKING MN ASTIR T. .v_TINNG ORS Cl
LIN G wMNEarLR-FO CINLAEO O HIGH ^MSOR SMR GEPIRLL M OEASB
amtmy ----S -
DAES TYPE RATE AVEMMENTB
JAN. 1 - MAY 1 RTE (GRAAV) IN LB/ACRE 2000 LB/ACM GROUND
1. LS -YAR 21 AATIUAL _)lrOEA. SO TR/ACRE 51�pNE 1i,, ASO LE/
LODE CRE OF 10 -10 -TO
Ei MZER
DALES TYPE RAYS AMENOYENIS
MAY 1 - AUG. 15 M.A. CULLET b LB/AWE 4000 Legg GROUND
AGRIGUL111U1Ru UVE-
SRgqyy[ MD 150 LB/
AC2F W IR)-Io-RO
FERnurR
O0 JR5 TEF_ "ATE MRONENYs
AVG 15 - DEC W RM (GRAN) IN LB/ACRE 20D0 LB/AGE GHW W
sPOCUL U4E-
TGNE AIM To. L9/
cRE HY lo-lD-1G,
FERTUIFR
SULw SILL F APPIIm AT NE ftA1E W aDOp LB/ACAENS,RA..
SMALL BE ANwDREO BY AwIKG MN ASH t. . VYING OR NU,w
ANGIORMG TOBL�E�A'19LL1
L ES
YE[ ATISc CO WHOi OORW A EW TE E �RGLE090�M1 0OIRIjEONED SRw
S,
UCNRES. W Mr EVENT RGPCS LEF'1 tOPOSm SICW_ MMx 41
CAL ROMAgR DAYS OF COURkydN Cf ANY EVER OF GRADING BE FLAMED W
OS 3NT a ,,c EPNI EA09ONO FALLER OEMCES ." RMCi .
'ACq�Oyry7ACTCEW -ERM
MD LAND YISTURBING E Nps VAT 01 -NE TMEN ON
RS'RWVW?R04AaAaMI MUST nE Y- OR�.'-� SE P� O D .10I.N 21
CALJIDAR DAYS ON NAT PORTON OF TRIC DRACI UPON BIBM MR
.Ir
0 CAro NOSENG-D AS. ONE
P8A9ro A PesNCRVJR
.1Ell TO BE INU'CAim. M
EMBASSY
SIIITES
9 ESTELL LEE PLACE
WILMINGTON. NOR7H CAROLINA
29-01
EROSION CONTROL
DETAILS
FINAL DESIGN - NOT
RELEASED FOR
CONSTRUCTION
RECEIVED
DC1;i VV' LIV I NGTON, NC