20190690 Ver 1_CAMA Application_20190524

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: City of Wilmington North Waterfront Park c/o Everett Pannkuk
2. LOCATION OF PROJECT SITE: 10 Cowan Street, adjacent to the Northeast Cape Fear River, in
Downtown Wilmington, New Hanover County
Photo Index - 2006: 204-6659,14-16, M -N
LAT: 34°14'52.71"N LONG: 77°57'03.81"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visits — 5/15/19
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received — 04/08/2019 Complete — 5/17/19
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — City of Wilmington/New Hanover County
Land Classification From LUP — Developed (Central Business District (CBD))
(B) AEC(s) Involved: EW/ES/PT
(C) Water Dependent: Yes
(D) Intended Use: Public and Commercial
(E) Wastewater Treatment: Existing — None
Planned — Stormwater infiltration and City stormwater/ sewer connections
(F) Type of Structures: Existing — Vacant Land
Planned - Shoreline stabilization, Public amphitheater,
floating dock for transient vessels.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED
walkways and public
(A) Vegetated Wetlands
(coastal and §404 wetlands)
(B) Non -Vegetated Wetlands
3600 sq. ft.
(Open water
(incorporated)
(C) Other - (Highground Disturbance)
42,500 s ft.
9�
64,800 s ft.
q•
211,995 sq. ft.
(D) Total Area Disturbed: 322,895 sq. ft. (7.4 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: Closed
8. PROJECT SUMMARY: The applicant proposes to construct a city park and public amphitheater with
site grading/excavation, shoreline stabilization, timber walkways and a transient floating dock adjacent to
a section of the northern Wilmington downtown Riverwalk along the east bank of the Northeast Cape
Fear River.

City of Wilmington North Waterfront Park c/o Everett Pannkuk
Page Two
9. PROJECT DESCRIPTION
The project site is a parcel of the old Almont Shipping Terminals property adjacent to the Northeast Cape
Fear River (NECFR) in downtown Wilmington, 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) which will be located on the right. Turn right and travel
west approximately 3.5 miles until you arrive at North 3`d Street in downtown Wilmington. Tum right
onto N. Front Street and then take the second right onto Harnett Street until you reach the property of
interest, which is located just to the west of the existing PPD building. The project site is located between
Cowan Street to the north and Harnett Street to the south.
The applicant's property is an approximately 6.4 -acre tract of urban waterfront land, which averages
approximately 1Oft. — 14ft. above mean high water (MHW) abutting the NECFR with approximately 800
linear feet of shoreline. The project also includes a 38,769 sq. ft. City of Wilmington right-of-way on the
Nutt Street and Old Front Street Promenades. The property was purchased by the City from Riverfront
Holdings LLC in December of 2013.
The site has been associated with the old Almont Shipping Site along the Northeast Cape Fear River. It is
a designated Brownfields site and was most recently utilized for spoil disposal during excavation for the
adjacent Northern Riverfront Marina, the upland portion of the project site was authorized as the
designated spoil location for the excavated spoil material associated with State Permit No. 44-07. Once
the material was de -watered, it was utilized as backfill for the new bulkhead and fill material and for the
authorized upland development under State Permit No. 44-07. This site has also been authorized for re-
development through a separate Brownfields Agreement. On March 28, 2014 a Soil Fill Source Approval
was issued by the Brownfields Project Manager for the Northern Park Property authorizing the use of
"clean fill" from Wilmington Materials on this site.
The project limits extend north along Cowan street and the CFPUA pump station. The site is bordered to
the south by a parking lot and vacant land, to the west by the Cape Fear River and existing Riverwalk and
to the east by vacant land. The high ground areas, due to the industrial activities, are mostly un -vegetated
except for sections of Coastal and Section 404 wetlands along the northern shoreline. There is existing
rubble/rip-rap shoreline stabilization along a portion of the project site. There was an existing drainage
ditch located within the center portion of the project site, located within a 50' City of Wilmington
easement. The stormwater pipe has been abandoned and the wetland area was previously filled under
State Permit No. 62-13. The drainage ditch located within the center of the project site (City easement)
was impacted with 1,402 sq. ft of fill within Section 404 areas under a modification to State Permit No.
62-13 issued on November 14, 2013. Three pockets of Coastal Wetlands (769 sq. ft) along the southern
shoreline downstream of the drainage ditch were determined to be insignificant in ecological function and
were authorized for fill under an additional modification to State Permit No. 62-13 issued on March 11,
2014. State Permit No. 62-13 expired on December 31, 2016.
The majority of the existing Coastal Wetlands in this area consists primarily of Smooth Cordgrass
(Spartina alternii lora); however, wetland species also includes the invasive species Common Reed
(Phragmites australis). The vegetation along the northern end of the project consists of a marsh fringe
ranging from approximately 20' to 80' in width as you move from south to north, consisting primarily of
Smooth Cordgrass (Spartina alternii lora), Bulrush (Scirpus spp.) and Giant Cordgrass (Spartina
cynosuroides). Due to the elevation, the vegetation transitions into §404 type wetlands, consisting
primarily of Common Reed (Phragmites australis). Existing Coastal Wetlands and the normal high water
boundary (NHW) are located on a Jurisdictional Determination dated March 6, 2019 and have been
verified by the U.S. Army Corps of Engineers (USACE) (See Jurisdictional Determination map dated
received on May 15, 2019).

City of Wilmington North Waterfront Park c/o Everett Pannkuk
Page Three
This project site is located just south of the old Dean Hardwoods property which has been re -developed
under State Permit No. 76-97. Existing structures on this property includes an open water marina facility,
shoreline stabilization, a timber Riverwalk and mixed-use upland development.
The City of Wilmington/New Hanover County Joint 2006 CAMA Land Use Plan classifies adjacent
waters as Conservation, and the adjacent high ground portion of the project area as Urban Conservation.
The waters of the NECFR 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. The USACE federally maintained channel and associated Wilmington Harbor is
located adjacent to the project site.
PROPOSED PROJECT:
The applicant proposes to construct a city park and public amphitheater with site grading/excavation,
shoreline stabilization, timber walkways and a transient floating dock adjacent to a section of the northern
Wilmington downtown Riverwalk along the east bank of the Northeast Cape Fear River.
The upland portions of this proposed project consist of an open stage with pile supports, concrete mat
slabs and a steel frame, a concession building with steel frame, restroom building and park support
building with a concrete retaining wall. There would be temporary seating installed directly adjacent to
the stage with a concrete banded step area leading to the grass seating area. Timber framed elevated
walkways are proposed are proposed with three areas of connection to the existing Riverwalk (see Sheets
3, 7 and 12 of 13). According to the applicant the total impervious coverage for the site would be 36%
with 2-4% (portion of the stage and shoreline stabilization) being within the 75 ft. Coastal Shoreline AEC
area.
A new road would be constructed by the City on the Nutt Street right- of way and the Old Front Street
right-of-way as part of this project (see Sheets 3 and 6 of 13). Please note the site development plan has
been submitted to the Division of Water Resources Stormwater Section for review.
The proposed high ground excavation would result in approximately 13,900 cubic yards of Brownfields
site soils being excavated in an area measuring approximately 250 ft. in length by an average of 170 ft. in
width (see grading plan Sheet 3 and 7 of 13). According to the applicant the excavation is to create
grassed green space for educational areas and walkways within the park. Disposal of this material would
be onsite, in an area measuring approximately 360 ft. long by 180 ft. wide and would seek approval
through the Brownfields program. The disposal location includes the green space and sitting areas within
the amphitheater allowing for the desired elevation change for stage viewing. The application states that
3 sediment basins will be installed for containment of surface water and filter fabric would be installed
between contaminated soils and backfilled soils. Please note: Five existing monitoring wells on the
southwest side of the property are proposed to be abandoned. There is a Brownfields agreement for this
property and it is recorded with the New Hanover County Register of Deeds on Book 53 Pages 55-59.
Proposed shoreline stabilization consists of Precast concrete and marine mattresses filled with rock (see
sheets 3, 7, 11 and 12 of 13). The existing rip rap would be removed from the NHW line and above only.
An approximately 620 ft. long by 19 ft. area along the existing shoreline would be transitioned from
existing rip rap to what the applicant refers to as "beach amoring". The area is entirely above NHW and
would be excavated back to the flexi mat and marina mattresses. The shoreline stabilization would be
installed at a 4:1 slope in areas ranging from 10 ft. to 90 ft. landward of NHW. The area between NHW
and the new flexi-mat material would be upland grass. The applicant states that no Coastal Wetlands
would be filled for shoreline stabilization. The application states that the toe of the shoreline stabilization
would begin a minimum of 10 ft. landward of NHW.
The proposed floating dock would be 240 ft. long by 15 ft. in width to provide 9 transient slips associated
with the park and amphitheater. The floating dock would be oriented parallel to the shoreline with access
from the existing Riverwalk. (see Sheet 3 and 13 of 13). According to the applicant, the floating dock

City of Wilmington North Waterfront Park c/o Everett Pannkuk
Page Four
would be located in water depths of -14 ft. at Mean Low Water and would extend a maximum of 18 ft.
waterward of the Riverwalk. Due to the proximity of the Federal channel in this location of the NECFR,
the pilings for the proposed floating dock would be located just landward of the Wilmington Harbor Line;
however, the floating dock itself would encroach approximately 15 ft. into the Wilmington Harbor Line.
The applicant states that there are no services proposed such as fuel, maintenance or a pump out
10. ANTICIPATED IMPACTS
The proposed amphitheater park and upland shoreline stabilization would impact approximately 319,295
sq. ft. of high ground area, including the City of Wilmington road construction, essentially within an area
of shoreline in the riverfront which has been usurped with historical fill associated with the industrial use
of the Brownfields site. The proposed shoreline stabilization portion of high ground area is almost
entirely within the 75 ft. AEC. No impacts to Coastal Wetlands are proposed.
The proposed floating dock would incorporate 3600 sq. ft. of Estuarine Waters and Public Trust Area
immediately adjacent to the existing Riverwalk. As proposed, the proposed structures would conform to
the 1/4 distance rule; however, the floating dock would encroach into the Wilmington Harbor Line. The
application states that these structures are designed to be removed if required by the USACE. The
proposed floating dock would provide side to transient slips for up to 9 vessels. Minor Turbidity would
be expected during construction.
Submitted by: Tara MacPherson Date: May 23, 2019 Office: Wilmington

WREW CONSULTING ENGINEERS, P.C.
STRUCTURAL, MARINE & FORENSIC ENGINEERING AND PROJECT MANAGEMENT
3811 PEACHTREE AVE SUITE 300:: WILMINGTON, NC 28403:: ANDREWENGINEERS.COM :: PHONE: [phone]
Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, N.C. 28405-3845
Re: Major Permit Request, 10 Cowan St., New Hanover County
ACE Project No: 17053
On behalf of the City of Wilmington, We are requesting a CAMA Major Permit to convert a currently vacant
Brownfields riverfront parcel into an outdoor amphitheater and park. The construction will consist of site
grading, an open -building steel -framed amphitheater, steel -framed concession/restroom building with CMU
infill walls, timber -framed elevated walkways connecting to the existing Riverwalk, a new floating dock with
piles landward of the harbor line and an aluminum gangway accessed via the existing Riverwalk. Also, there
will be excavation work for grading purposes as shown on the attached drawing page 5 of 14. No excavation
below NHW is planned. The contaminated soil will remain on site and property in accordance with the
Brownfrelds Agreement. A portion of the existing riprap protection will be removed and replaced with beach
armoring and marine mattress with stone fill. The existing coastal wetlands located at the north end of the
property will be left undisturbed. The total tract will be 36% covered by impervious area. The notifications to
the adjacent property owners have been sent via registered mail.
Please contact me if there are any questions regarding this permit request. Thank you for your assistance.
Sincerely,
ANDREW CONSULTING ENGINEERS, P.C.
Firm PE License 4C-2461
Everett B. Pannkuk, P.E., SECB
Attachments:
Agent Authorization Form
MP -1, MP -2, MP -3
Deeds
Certified Mail Receipt
Drawings
Wetlands Delineation
RECEIVED
MAY 2 2 2019
DCM WILMINGTON, NC

181104
UPUCA110N for
Major Deeolopment Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
City Of Wilmington
Project Name (if applicable)
North Waterfront Park
Applicant 1: First Name
Sterling
MI
Last Name
Cheatham
Applicanl2: First Name
MI
Last Name -
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
1810
City
Wilmington
State
NC
ZIP
28402
Country
New Hanover
Phone No.
910 - 341 - 7810 ext.
FAX No.
Street Address (if different from above)
city
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Andrew Consulting Engineers, P.C.
Agent/ Contractor 1: First Name
MI
Last Name
Everett
B
Pannkuk
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
3811 Peachtree Ave Suite 300
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910_ 202 - 5555 ext.
ext.
FAX No.
Contractor #
910 202 5558
Street Address (if different from above)
City
State
ZIP
Email
(DECEIVED
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DCM WILMINGTON, NC
252.808-2808 :. 1-888-4RCOAST :: www.nccoastaimenagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3 pro/ect Ldcation
County (can be multiple)
Street Address
State Rd. #
New Hanover
10 Cowan Street
800
Subdivision Name
City
State
Zip
Code 058310
Wilmington
NC
28401 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
Parcel ID: R04716-001-003-000,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
NE Cape Fear
NE 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 ❑Manmade ❑Unknown
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, lislthe planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
g.
Wilmington
4
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
800
319,295 entire tract (lot 280,526 and 38,769 right of way)
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
6.44 acres, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
+10' to +14' NAVD88 ❑NHW or ®NWL
e.
Vegetation on tract
Predominately grass with a small gravel access road from Harnett St. The shoreline consists of stone rip rap for — 90% of
the shoreline. The remaining 10% consits of unreinforced shoreline waterward of the existing riverwalk boardwalk. Some of
the unreinforced shoreline consists of coastal wetlands.
f.
Man-made features and uses now on tract
The Wilmington Riverwalk is waterward of this parcel. There are monitoring wells. All monitoring wells will be
abandoned per the Brownfield agreement.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
A forty (40) boat marina adjacent to the north with a newly developed apartment complex landward of the marina. To the
immediate south is unused land followed by a marina and 2 restaurants. Landward of the southern marina is the PPD
headquarters 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 ❑No [INA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ®Yes ❑No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property? RECEIVE
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DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www. nccoastalmanagem ant. net

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes ❑No
(it) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (1) or (it) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Unused land
o. Describe exlsflng drinking water supply source.
Unused land
p. Describe existing storm water management or treatment systems.
Unused land
5. A6 via6t anti Impacts
a.
Will the project be for commercial, public, or private use? ®Commercial ®Public/Govemment
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
A new public ampitheatre and park. It has fixed seating for 2,400 and lawn seating for 4,380. Area will be open to the public.
There will be a series of walkways tying into the existing Riverwalk for pedestrian traffic and improved access to the
Riverwalk. There will also be a public floating dock.
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 proposed shoreline stabilization is precast concrete blocks and marine matresses filled with stone. The work should be
performed by cranes and bobcats from the land. Elevated timber walkways connected to the Riverwalk will be constructed
from the land as well. Floating dock and gangway will be installed from a barge crane.
d.
List all development activities you propose.
Shoreline protection, elevated timber walkways to the Riverwalk, floating dock -waterward of NHW. Ampitheatre,
concession building, park office, restroom bulling, concrete retaining walls - landward of the NHW. The project will not impact
existing identified wetlands. New man-made marshes will be constructed.
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? 7.33 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Existing: surface runoff to the river.
New: Stormwater infiltration system under park lawns. Connections to City stormwater and sewer systems.
1.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
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 ❑NoWECEIVED
If yes, attach a mitigation proposal.
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t)CM WILMINGTON, N
252-808-2808 :. 1-888-4RCOAST :: www. ncconst alma nagement. net

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6 ,,4ddJt(onallnformat%rt
In adffthon.lo #its completed applfEatlon form, (MP 1) the folldw/ng Items below If applicable must -be submr@ed In orderforWe: application
package td by corpp{e(pi !tams (a) _ (9 are ahvays app/toable,'to any metol development appfieation. Please consult the application
rb3(ru6tion bboklgf"oh Now to p;*ny prepare 'the reil(rtrBd Items b- -aid
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 fills 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.
NArne'Sawinlll Pdirit Manna; LLl'',,- ` Phone No. `
Adtless..1015 Nutt Slreat Wilmington, NC 28401,
Name NRMH Holdings, LLC - Phone No.
Address 720 N. 3" Street, Third Floor Wilmington, NC 28401
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Permit # 44-07, Subject parcel spoil disposal area only
CAMA Major Permit # 62.13, Issued May 20, 2013, Issued to:
Riverfront Holdings II, LLC, For construction of the Riverwalk
timber -framed boardwalk
h. Signed consultant or agent authorization form, if applicable.
i. Weiland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 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.
7. Certification and Permission to Enter on Land
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.
I 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 application is truthful to the best of my knowledge.
Date s�15�/`i Print Name E.B. Pannkuk
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development RECENF-C
❑DCM MP -4 Structures Information
M ;
DCM wILMINGTON.:'l
252-808-2808 :. 1-888.4RCOAST :: www.necoastaimanagement.net

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
a. Amount of material to be excavated from below NHW or NWL In
Access
cubic yards.
Brownfields site soils.
0
Other
d. High -ground excavation in cubic yards.
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
(II) Describe the purpose of the excavation in these areas:
Provide an educational space for the public to learn about tides.
Breakwater
shoreline
NWL
D/�SPO "A4 OF EXCAVATED MATERIAL
17T"ction not applicable
a. Location of disposal area.
stabilization
Length
N/A
N/A
N/A
N/A
NIA
N/A
N/A
Width
N/A
N/A
N/A
N/A
NIA
N/A
N/A
Avg. Existing
N/A
N/A
N/A
N/A
N/A
Depth
Final Project
Depth
N/A
N/A
N/A
N/A
, A
N/A
a. Amount of material to be excavated from below NHW or NWL In
b. Type of material to be excavated.
cubic yards.
Brownfields site soils.
0
c. (i) Does the area to be excavated include coastal wetlands/marsh
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
13,900 CY
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(II) Describe the purpose of the excavation in these areas:
Provide an educational space for the public to learn about tides.
D/�SPO "A4 OF EXCAVATED MATERIAL
17T"ction not applicable
a. Location of disposal area.
b. Dimensions of disposal area.
Location will be approved through the Brownfields program.
TBD
c. (i) Do you claim title to disposal area?
d. (i) WIII a disposal area be available for future maintenance?
❑Yes ®No ❑NA
❑Yes ❑No ®NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[]CW ❑SAV ❑SB
OWL ®None
(it) Describe the purpose of disposal in these areas:
Contaminated soil will be properly disposed
AM aspects of this will be specifically approved through
the Brownfields program.
f. (i) Does the disposal include any area in the water?
[]Yes ®No ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
APR 0 8 2019
DCM WILMINGTON, NC
252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement net revised: 12126/06

Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
a. Type of shoreline stabilization: b. Length: 620'
❑Bulkhead ❑Riprap ❑Breakwater/Sill ®Other: see e. Width: 19'
c. Average distance watenvard of NHW or NWL: N/A d. Maximum distance waterward of NHW or NWL: 10'
e. Type of stabilization material:
Precast concrete and marine mattress filled with rock.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill _ Riprap
Breakwater/Sill Other
i. Source of fill material.
N/A
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(it) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
N/A
a. (1) Will fill material be brought to the site? ❑Yes []No ❑NA b.
If yes,
(it) Amount of material to be placed in the water
(iii) Dimensions of fill area _
(iv) Purpose of fill
a. How will excavated or fill material be kept on site and erosion
controlled?
Retained excavated material will meet requirements of Brownsfield
agreement. Erosion control design includes BMPs.
c. (i) Will navigational aids be required as a result of the project?
[—]Yes ®No ❑NA
(it) If yes, explain what type and how they will be implemented.
(i) Will fill material be placed in coastal wetlands/mars
submerged aquatic vegetation (SAV), shell bottom
other wetlands (WL)? If any boxes are checked, p
number of square feet affected.
❑CW ❑SAV ❑SB _
❑WL ❑None
(it) Describe the purpose of the fill in these areas:
b. What type of construction equipment will
backhoe, or hydraulic dredge)?
Backhoe.
or
the
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No []NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
DCM WILMINGTON, NC
252-808-2808:: 1-888-4RCOAST :: _www.nccoastalma_nagement.net revised: 12/26/06

Foran DCM MP -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.
GENEI2AL'UPL9N6pEVELOPMENIT
a. Type and number of buildings, facilities, units or structures
proposed.
(1) Stage: aggregate pile supported, concrete mat slab,
with steel frame, open bldg.
(1) Concession building:concrete slab on grade, steel
frame, CMU infill walls
(1) Back of house / restroom building: concrete slab on
grade, steel frame.
(1) Park support building: concrete slab on grade
Concrete retaining walls around perimeter (landward side)
Timber framed elevated walkways
c. Density (give the number of residential units and the units per
acre).
0
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 ❑NA
(ii) If yes, list the date submitted: N/A
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%
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.
36%
j. Describe proposed method of sewage disposal.
Connect to the Wilmington public santitary sewer system.
I. Describe location and type of proposed discharges to waters of the
b. Number of lots or parcels.
1 parcel, upgrades to public right of ways
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
7.33 acres of land disturbance. 6.44 acre parcel and 0.69
acre road right of way. A new road will be constructed on
the right of way as a part of this project.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Pavers, concrete, asphalt
In. 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 [INA
(ii) If yes, list the date submitted: _N/A
k. Have the facilities described in Item (i) received stale or local
approval?
❑Yes ®No [INA
If yes, attach appropriate documentation. RECEIVED
MAY 16 2019
m. Does the proposed project include an innovative stormwater
252-808-28082:: 1.888-4RCOAST :: www.nccoastaimanagenient.net
DCM WILMINGTON, NC
revised: 12/26106

Form DCM MP -3 (Upland Development, Page 2 of 2)
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, 'wash down" and residential discharges).
Surface runoff, (3) sediment basins for containment of
surface water with filter fabric separation between
contaiminated soils and backfill soils, and connection to
City sewer and stormwater
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Wilmington public water system.
o. When was the lot(s) platted and recorded?
December 2, 2013
uata
North.WaEeifront Park
design?
[--]Yes ®No [INA
If yes, attach appropriate documentation.
n. (1) Will water be Impounded? []Yes ®No []NA
(ii) If yes, how many acres? N/A
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
M,`,, 16 _Z;,,
DCM WILMINGTON, NC
252-308-2808:; 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

❑ olr
Check the proposed type of s[eng;.. 1• t?escribe
rccessrneanat
edging for basin and/or channel -
..Jw..k
r
g [JYO& €7(�
9f�'MdudectQ �Y,et;-�(F1o.-
t
I.
3 types ofsetvfoea tote provided.
ce; Inowpo treat( Int rwor rail,repair-or
enfxservk:e:
. fuel, and mamra suppgea -
sIRf9'} ortty, putnber ojstips` �
ow number of boats:
p(s$ number of bostramps:
aasedegcribe:
❑Other, plane describe;
k. Typical boat length:. 29 1. ` (I)Wtil tho faciltlybe open to the general public?
®Yes ONo
M. Q)Will the, facility have Uspilings? RECEIVED
Oyes ONO
MB yesnumber of to, pilings?_ - A_PR-0 8 2019- -
DCM WILMINGTON, NC
252.808.2808 1.8884RCOAST r: Www.nccoastafmanagement."t - revised: 12127/08.
�ir�FroaNix`o �C%a EINo'
� �ti
(�}'Are . "ftf61(ftteQ•? ❑Yes% I�Ne
f..
(iRd} F:bngth _
1
tit) Floating ❑Yes ❑N4
1JahK Rbolegf aures are csleutaied 1rotDdripgrre dfmansleufg..
(1) Number of slops pfoposod
- h. Ch
a kon3iertt SUDS,
Q
(II}Numbafofsaps addsting
❑ olr
Check the proposed type of s[eng;.. 1• t?escribe
rccessrneanat
edging for basin and/or channel -
..Jw..k
r
g [JYO& €7(�
9f�'MdudectQ �Y,et;-�(F1o.-
t
I.
3 types ofsetvfoea tote provided.
ce; Inowpo treat( Int rwor rail,repair-or
enfxservk:e:
. fuel, and mamra suppgea -
sIRf9'} ortty, putnber ojstips` �
ow number of boats:
p(s$ number of bostramps:
aasedegcribe:
❑Other, plane describe;
k. Typical boat length:. 29 1. ` (I)Wtil tho faciltlybe open to the general public?
®Yes ONo
M. Q)Will the, facility have Uspilings? RECEIVED
Oyes ONO
MB yesnumber of to, pilings?_ - A_PR-0 8 2019- -
DCM WILMINGTON, NC
252.808.2808 1.8884RCOAST r: Www.nccoastafmanagement."t - revised: 12127/08.

ldGadort:,
g. Where wilt residue from vessel maintenance be 044W or? -
-h. Give" number of channel markers and "No Wake' aigns proposed.:^
k Give the location of fuebhandling facilities, and desalbe the safety measures planned to prolact area water quality.
j.
What wtl be the marina policy on overnight and rive -aboard dockage?
k. Desoribe design measures that promote boat begin fluahing2
f. If this project Is An expansion of an existing marina, what typal of services Are currently pfovl*d2 RECEIVED
APR 0 S 2019
'm. Is the martnaldocking facility proposed within a primary or secondary nursery area?
❑res ONO DCM WILMINGTON, NC
282.808.2808 :: 4.888-4RCOAST :: www.nccoastalmananement.net revised: 12127/08

t4) Length
(nitwwe,
x �
a. EenyiR
c. Maxlmtarr dlstancebettond NHW, kWL orwat(ands
-
ram;,
a Aim-
a. Is thasliucture(s),
O6 ommerdal-OloublicfGovemmsnt OPrivata/Community.
c. Dtatencatar be placed beyond shoreline _ -
Note This should be measured fmm marsh edge, if present
a. Aro: of the. swing
T t38tElAL..
b. Average distance Ir m..N"W NWL,.orweganft
b. Number
d. Descriptionof buoy (color, skm anchor, etc.)
262.808.2808:;1-.888.4RCOAST;: www.nccoWalmanas.em®nt.net

tt W'fo dmiielfstCuatwr4atKwacM$VL
ti.
252-808-2808::7.888-4RCOAST.:w w.nccoastalmanaaament.net
RECEIVED
APR 0 R 2019
DCM WILMINGTON, NC
-- revised:. 42127106

NORTH CAROLINA
Environmental Quality
May 24, 2019
MEMORANDUM:
FROM: Courtney Spears, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Fax: [phone] (Courier 04-16-33)
courtney.spears(cDncdenr.gov
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: City of Wilmington / North Waterfront Park
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division of Coastal
Management
Project Location: 10 Cowan Street, adj to the NE Cape Fear River, in Wilmington, New Hanover Co.
Proposed Project: construction of a city park & amphitheater with shoreline stabilization, timber walkways
& transient floating dock.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Courtney Spears at the address above by June 20, 2019. If you have any
questions regarding the proposed project, contact Tara Macpherson at [phone] when appropriate,
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
PRINT NAME
AGENCY
SIGNATURE
DATE
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.
State ofNorth Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 910 796 7215

5
2013041784
FOR TTTHCESLEY OF DEEDS
OMYEUSHBEA
2013 DECV02 62U9 Yie PII
BK 6195 PG 1720-1722 FEE $26 00
NC REV STAMP $7,293 00
INSiRIlN9N1 129130077
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax $7,293 00
The property conveyed hereby is a portion of New Hanover County Parcel No R04716-001-003-000
After recording, return to Colhns & Collins Law Offices, PLLC, 215 Racine D rive, #101, Wilmington NC 28403
This instrument was prepared by Chnstopher Theriault, 720 N 3rd Street, Suite 502, Wilmington, NC 28401
Bnef description for the Index Tracts iA and IB, Map Book 58, Page 310
THIS DEED is made the 2od day of December, 2013, by and between
RIVERFRONT HOLDINGS 11, LLC,
a North Carolina limited liability company
720 N 3rd Street, Third Floor
Wilmington, NC 28401
UK" I th
CITY OF WILMINGTON,
a North Carolina municipal corporation
c/o Collins d Collins Law Offices, PLLC
215 Racine Drive, #101
Wilmington, NC 28403
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged,
has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that real property located in the
City of Wilmington, New Hanover County, North Carolina and more particularly described as follows
Being all of Tracts i A and I consisting of 6 63 acres in total as shown on that survey recorded in Map
Book 58, Page 31 D, New Hanover County Registry, North Carolina ("Property") The Property has been
classified as a brownfields property under the Brownfields Property Reuse Act and is subject to the Notice
of Brownfields Property recorded with the New Hanover County Registry at Book 5326, Page 1093
The Property was acquired by Grantor by instrument recorded in Book 5105, page 729
All or a portion of the property herein conveyed does not include the primary residence of Grantor
A survey showing the Property is recorded in Map Book 58, page 310
TO HAVE AND TO HOLD the Property and all privileges and appurtenances thereto belonging to the Grantee in fee simple
And the Grantor covenants with the Grantee, that Grantor is seized of the Property n fee simple, has the right to convey the same
in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title
against the lawful claims of all persons whomsoever, other than the following exceptions
RECEIVED
APR 0 8 2913
DCM WILMINGTON, NC

Ad valorem taxes for 2013 (which are prorated through closing) and subsequent years, utility easements
and unviolated restrictive covenants not materially affecting the value of the Property including those
recorded with the Now Hanover County Registry at Book 4632, Page 113 and any amendments thereto
furthermore, Grantor is not reserving any easement rights over the Property and Grantee shall receive any riparian rights that
come with ownership of the Property Grantor shall retain all riparian rights and all easement rights it currently has
associated with any property it owns other than the Property
IN WITNESS WHEREOF, Grantor my executes this Deed
RIVERFRONT HO NGS 11 C
By (SEAL)
Name & Title Charles J Schomnar. Member -Manager
State of North Carolina - County of New Hanover
1, the undersigned Notary Public of the County and State aforesaid, certify tb st Charles J Schonmger personally came
before me this day and acknowledged that he is the Member -Manager of RI VERFRONT HOLDINGS 11, LLC, a Notch Carolina
Innited liability company, and that by authority duly given and as the act of such entity, he signed the foregoing instrument in its
name on its behalf as its act and deed wimess my hand _and Notarial stamp or seal, this 2nd day of December, 2013
Signature of Notary Public
PnntNameofNotaryPublic 5
My Commission Expires on the following date C'oco;A)z
RECEIVED
APR 0 f 2019
DCM WILMINGTON, NC

TAMMY THEUSCH BEASLEY
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
N11NtHf fNiiNNNNNNRNRNiIMRHRN1H11Ni1RRHf 1MIM.1f NRN1NiHMNf ifiHf 1HRiM1RNf lNR1f �f iRNIfHN1HH�RN
Filed For Registration: 1210212013 02:49:08 PM
Book: RE 5785 Page: 17204722
Document No.: 2013041784
3 PGS $28.00
NC REAL ESTATE EXCISE TAX: $7,293.00
Recorder: CRESWELL, ANDREA
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2013041784* RECEIVED
APR 0 8 2019
2013041784 DCM WILMINGTON, NC

1011111111111 IIYta1^�i 0 4 1111111 11a Ira 1111111
Excise Tax $ D 00
Estate ID
FOR To IYrT�FITEUSCH BEASLEY OF DEEDS
NEW mWVER COUNTY NC
2015 MAR 06 04 36 k RM
8K 5872 915&1531 FEE 126 00
WIN # 2Q1500 &
Tune, Book and Page
After recording return to Grantee
This Instr ur ent was prepared bXentherspoon & Voltz LLP
Brief description for the Index Tract 2 per Plat Book (a0 Page I alC
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED made this 761'1 day of February, 2015, by and between
SAWMILL POINT APARTMENTS OWNER LLC,
a North Carolina limited liability company
c% Gemini Partners, LLC
8230 Boone Blvd, Ste 340
Vienna, VA 22182
GRANTEE
SAWMILL POINT MARINA LLC,
a North Carolina limited liability company
c% Gemini Partners, LLC
8230 Boone Blvd , Ste 340
Vienna, VA 22182
The designation Grantor and Grantee as used herem shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context
WITNESSETH, that the Grantor, for a valuable consideration pard by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the New Hanover County, North Carolina, and being more particularly described as follows n
BEING all of Tract 2, containing 3.38 acres, more or less, as shows on the recombination plat enhtto Zy
"Recombination Survey Plat of the Lower Portion of the Dean Hardwoods Site;' recorded in Plat BqC& n
49 • Page iS0 , New Hanover County Registry, reference to which Is hereby made for a more particu$r o m
description of same. ac
O = O
All or a portion of the property herem conveyed [] includes or ® does not include the primary residence of a Grantor : t
Z
The property heremabove described was acquired by Grantor by instrument recorded in Book 3T7.t Page /SAX, N9 Hanover
County Registry
The subject property has been classified as a Brownfield Property under the Brownfield Property Reuse Act See Notice of
Brownfield Property recorded in Book 5763, Page 764, Now Hanover County Registry
Return to MTG

A Map showing the above described property is recorded In Plat Book f!

TAMMY THEUSCH BE:ASLEY
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
Filed For Registration,
Book:
Document No :
Recorder,
WILMINGTON, NC 28401
0310612015 04:36:30 PM
RE 6872 Page 1528.1531
2015006004
3 PGS $26.00
HUGHLEY, CAROL
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2015006004*
2015006004
RECEIVED
3.°M. 0 S 2019
DCM WILMINGTON, NC

PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
�•— www.sandec.com
EAGLE RESOURCES p
215 West Moore Street, Southport, NC 28461
1 , www.eagleresources.com
- F Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
+ www.clarkirrigationdesign.com
`F h•• Landscape Soil = LS
' ♦ ..7•� ,
LANDIS, PLLC
. ,• _ 3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplIc.com
1 _ Mechanical Engineering = M
*. Electrical Engineering = E
Plumbing Engineering = P
-•�.-: Fire Protection = FP
:.
CHEATHAM &ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
- I I www.cheathampa.com
�k. r NC License #C-1073
iw 4
Marine Structural Engineering = SM
' - ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
--t.•, :i`= - ti: ` , Y' r ,' www.andrewengineers.com
,�_ - - 1 _ �� • 4 } ,• 4 # Water Fountain Design WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
r � , www.deltafountains.com
eel
Wayfinding - XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Kms- .. . -- $•. ,. •_.r. '= 4i. s
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
46
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- " IW
NO. DESCRIPTION DATE
-T - + 1 SCHEMATIC DESIGN 03/09/2018
JOE
cn
2 DESIGN DEVELOPMENT 07/13/2018
it �- ? 3 BID SET 02/07/2019
- - `---� � �" - - . Lam. _ 'a 4..i •. - � Z � + i+- -
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VICINITY PLAN
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KEY MAP
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13 JULY 2018
SHEET INFORMATION
\All LM I N GTO N NORTH CAROLINA
I I F 1= F 1:1) kF
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Project No.: NWP 1701
Drawn By:
Checked By:
Date: 07/13/2018
Scale: NTS
SHEET TITLE
I SHEET NO.
GENERAL
COVER SHEET &
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/ �� �\ ^ `� / / / / / / 1 \ S� e00k82S pgGF\�AYI \ SIGN I CP
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1 1.15'
10.87' . 0 16" DI
BLIND B.
O /
E I I 'III
III
BRICK
S5°34'15 .' CROSS
S83°45'16"W 5" RCPK WALK
IRS SSSMH'SDMH,
52.00' 24 �
SI I HI' 15" RCP SDM
� / / � GRAVEL \ SSMH'F'
G �� /// / / / / _�
SURFACE 8 DI
ti I I ROUNI
N 34'15 247.70' - / • / // / 5°"W
A3 CRETE
IRS- � GRA TYSEWER
4 / a TRACT 1-B REVISED I
(DEED BOOK 5785 PAGE 2955) 8" PVC 4
F / J co
\ (MAP BOOK 58 PAGE 310) /
TOTAL AREA /
280,084 S.F.= 6.43 ACRES
CW,
A6
E
Cwt \\\ \ 2 0 ? °�
M
Cn
00
D NHWL4 \ \CW4 \ \ \�\ \� C; \ cCn
Al 0
CW
NHWL5 \ ` lT--
NHWL6
C
A
SURVEY NOTES:
1. REFER TO C-001 FOR GENERAL NOTES.
2. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING
CONDITIONS/TOPOGRAPHY ON A PORTION OF THE PROPERTY
AND ALL ENCUMBRANCES UPON THE PROPERTY MAY NOT BE
SHOWN.
3. HORIZONTAL DATUM IS NAD 83-2011 AND VERTICAL DATUM IS
NAVD88.
4. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND
THEREFORE IS NOT FOR RECORDATION.
5. UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND
VISIBLE EVIDENCE AND UTILITY DESIGNATION / MARKING
SERVICES PERFORMED BY PETER J. BRENNAN, JR. CITY OF
WILMINGTON SURVEYOR, NCPLS #3743, AND THE AVAILABLE
RECORD INFORMATION. CONTRACTOR SHALL FIELD VERIFY
LOCATION OF ALL UTILITIES PRIOR TO COMMENCING
CONSTRUCTION.
6. TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION
ON THE SUBJECT PROPERTY.
7. THE SUBJECT PROPERTY LIES IN ZONE AE (AREA DETERMINED
TO BE INSIDE THE 0.2% ANNUAL CHANCE AND FUTURE
CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN). BASED ON THE
FLOOD INSURANCE RATE MAP COMMUNITY MAP NUMBER
3720311800K DATED JUNE 2, 2006.
8. COASTAL WETLANDS HAVE BEEN IDENTIFIED WITHIN THE
PROJECT OR PARCEL SHOWN.
- \NHWL7 HWL NHWL10 NHWL
n
NHWL8 NHWL11
ti �,., Jol 1
NHL
ASPHALT
PARKING LOT
NOTES
v AC*/y ti Rl J NH ,
VERWALK WL
1.
ALL DISTANCES ARE HORIZONTAL GROUND.
INV IN INV OUT
CI'E'
14.68'
2.
ALL AREAS BY COORDINATE COMPUTATION.
SURVEY REFERENCES: NHWL13
18.77'
RIGHT OF WAY LINES
DEED BOOK 5105 PAGE 729 -SUBJECT PROPERTY DEED.
3.
TRACTS 1A, 113, 2 & 3 LIE PARTIALLY WITHIN A SPECIAL FLOOD
MAP BOOK 58 PAGE 310
(N)16.34'
HAZARD ZONE "AE" AS SHOWN ON FIRM MAP 3720311800K, REVISED
MAP BOOK 50 PAGES 155-159
SDMH'H'
JUNE 2, 2006.
MAP BOOK 12 PAGE 3
(SE)13.49'
(W)2.76'
MAP BOOK 31 PAGE 97
4.
TRACT 1-A AND 2 ARE SUBJECT TO THE EASEMENT FOR RIVERWALK
DEED BOOK 1094 PAGE 139-HARNETT STREET CLOSURE AND �
(S)8.06 (NW)2.11'
AS RECORDED IN DEED BOOK 5364 PAGE 914.
EASEMENT RESERVATION.
(S)0.21'
+19.6
DEED BOOK 906 PAGE 75-HARNETT STREET CLOSURE �
5.
HARNETT STREET RIGHT-OF-WAY CLOSED BY DEED BOOK 906 PAGE
DEED BOOK 1094 PAGE 147 -SEABOARD COAST LINE RAILROAD
WATER METER
74 AND DEED BOOK 1094 PAGE 139.
COMPANY UTILITY RIGHT-OF-WAY AND EASEMENT. -
11.45'
(N)7.79'
DEED BOOK 5199 PAGE 2054 -RAIL CORRIDOR VACATION AGREEMENT. ,
6.
PARCEL 2A AND THOSE SHOWN ON THIS PLAT SHALL BE
DEED BOOK 5646 PAGE 1465. -AMENDMENT TO
(E)6.55'
SERVED BY INFRASTRUCTURE (INCLUDING, BUT NOT LIMITED TO
DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS.
SDMH'L'
ROAD ACCESS, WATER, SEWER AND STORM WATER MANAGEMENT
ADDITIONALLY THE PARCEL MAY BE SUBJECT TO, OR BENEFIT FROM
(W)-0.24
THE FOLLOWING DEEDS OF EASEMENTS:
10.41'
ON WHICH PARTIES TO THE DEVELOPMENT AGREEMENT (DA) HAVE
DEED BOOK 5891 PAGE 1700
(W)-.031
COMMITTED TO CONSTRUCTING. THE DA IS THE AGREEMENT
DEED BOOK 5820 PAGE 1205
BETWEEN RIVERFRONT HOLDINGS AND THE CITY OF WILMINGTON
DEED BOOK 5797 PAGE 1679
NOW OR FORMERLY
NRHM HOLDINGS, LLC
DEED BOOK 6007 PAGE 1025
STIR
TOP EL.
INV IN
INV IN
INV IN INV OUT
CI'E'
14.68'
(NE)8.43'
CI'F'
18.77'
RIGHT OF WAY LINES
®
(S)16.10'
DI'C'
17.89'
(N)16.34'
(SW)6.02'
(NW)1.72'
SDMH'H'
17.2 8'
(E)10.00'
(SE)13.49'
(W)2.76'
SDHM'I'
14.86'
(E)2.14'
(SW)6.26'
(S)8.06 (NW)2.11'
SDMH'J'
11.96'
(S)0.21'
+19.6
(W)0.21'
CI'G'
11.43'
O
WATER METER
(S)7.93'
CI'H'
11.45'
(N)7.79'
MH
(SW)7.72'
SDMH'K'
10.55'
(E)6.55'
(S)6.65'
(W)6.55'
SDMH'L'
10.44'
(E)-0.24
(W)-0.24
SDMH'M'
10.41'
(E)-0.31
(W)-.031
T ,FC FND
PUBLIC UTILITY RIGHT-OF-WAY
(DB 1904 PG 147)
UTILITY RIGHT-OF-WAY &
EASEMENT (DB 1094 PG 144)
_ROW-- - -
RIGHT OF WAY LINES
®
NC GRID MONUMENT
CS
CENTERSTONE FOUND
IRON ROD FOUND
IRON PIPE FOUND
COMPUTED POINT
OL
MAG NAIL SET
0
REBAR PIN SET
GRAVEL DRIVEWAY
+19.6
SPOT ELEVATION
90
EXISTING TOPOGRAPHY
O
WATER METER
WATER VALVE
MH
SAN. SEWER MANHOLE
MH
STORMDRAIN MANHOLE
SSMH'
I
I �
III I
ELECT.III II i ELECT.
VAULT 11 VAULT
I I
III In
II �►
11 MH � I
►I
I I ►. � I� ! I I
COASTAL WETLANDS
Al TO NHWL1
S59°37'54"S 51.31'
IRF #6 N=183,097.8731' E=2,317,287.9285'
N61 °37'52"E 45.12'
CW1 N=183,321.7720' E=2,316,990.7510'
S45°55'14"W 29.27'
CW2 N=183,301.4130' E=2,316,969.7270'
S44°13'24"W 55.65'
CW3 N=183,261.5310' E=2,316,930.8120'
N45°38'10"W 44.14'
CW4 N=183,230.6700' E=2,316,899.3580'
S51 °37'40"W 41.41'
CW5 N=183,204.9650' E=2,316,866.8940'
0 15 30 60 NORTH
SCALE: 1 "=30'
AS EXECUTED ON NOVEMBER 5, 2008 AND AS AMENDED. DEED BOOK 5797 PAGE 1687
1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17
S
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry St, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West St, Suite1100, Raleigh, NC 27603
www.stewartinc.com
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
P.O. Box 11189 Southport, NC 28461
www.eagleresources.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Soil Design = SO
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplIc.com
Water Fountain Design = WF
COMMERCIAL AQUATIC ENGINEERING
6500 Carlson Drive, Eden Prairie, MN 55346
www.fountaindesigns.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
SEAL/SIGNATURE
PROGRESS SET
CONFIDENTIAL
NOT FOR CONSTRUCTION
ISSUE/REVISIONS
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
KEY MAP
N
,Iitt I INI-UKMAI IUN
Project No.: NWP 1701
Drawn By: NBC
Checked By: JWP
Date: 07.13.2018
Scale: 1" = 30'
SHEET TITLE
CIVIL EXISTING
CONDITIONS PLAN
I SHEET NO.
C-100

I
E
WETLANDS IMPACTED
35.690/q
0 SF
IMPERVIOUS
AREA BELOW NLW
0 SF
IMPERVIOUS
AREA BETWEEN
NLW AND NHW
0 SF
IMPERVIOUS
AREA BETWEEN
NHW AND 30' OFFSET
249 SF
IMPERVIOUS
AREA BETWEEN
30' AND 75' OFFSET
4,615 SF
IMPERVIOUS
AREA ABOVE 75'
OFFSET
106,26 SF
LIMITS OF DISTURBANCE
35.690/q
HIGH GROUND EXCAVATION
131900 C
17
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = F
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
http://www.deltafountains.com/
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL/SIGNATURE
PROGRESS SET
CONFIDENTIAL
NOT FOR CONSTRUCTION
IISSUE/REVISIONS
NO. I DESCRIPTION I DATE
1 1 SCHEMATIC DESIGN 1 03/09/2018
2 1 DESIGN DEVELOPMENT 1 07/13/2018
KEY MAP
N
SHEET INFORMATION
Project No.: NWP 1701
Drawn By: MP, SW
Checked By: ML, MM
Date: 07/13/2018
Scale: 1 "=30'-0
SHEET TITLE
SHEET NO.
0 5 1015 30
CAMA PERMIT
PLAN

,E�ISTING
`RIVER WAL
RIPARIAN CORRIDOR
LIMIT PROVIDED BY LMG
RIPARIAN CORRIDOR
SETBACK PROVIDED BY LMG
CENTER LINE OF CHANNEL
PROVIDED BY LMG
ADJACENT RIPARIAN LANDOWNER:
SAWMILL POINT INVESTORS LLC
(PROVIDED BY LMG)
PROPOSED RIVERWALK LOCATION
'V
Na
ADJACENT RIPARIAN LANDOWNER:
CITY OF WILMINGTON
(PROVIDED BY LMG)
6.5 ---- STORM HIGH = 6.58 FEET
3.51
---- MHHW = 3.26 FEET
3 ---- MHW = 3.01 FEET
2.5
2
1.5
1 _-- NAVD88 = 0.99 FEET
--- MTL = 0.87 FEET
.5
0 H-� ---- NGVD29 = 0.00 FEET
-.5
---- MLW = -1.27 FEET
----
-2 MLLW = -1.42 FEET
TIDAL CHART
'QS
T cq'°F
RIVERWALK AMENITY BASE BID
Y
AMENITY
SYMBOL
QUANTITY
APPROXIMATE AVERAGE SPACING
SEE DRAWIN
BY CTT
/
SEE DRAWINGS
30 TOTAL
www.AndrewEngineers.com
(SEE MAXIMUM OFFSETS SHOWN ON PLAN).
COPYRIGHT 2012 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
BENCHES
1177=
/
120'-0"
5. CDS - INDICATES COASTAL WETLAND AREA - CONTRACTOR NOT TO DISTURB THIS AREA.
6. INDICATES RIP -RAP LOCATION.
7. X -BRACE LOCATION.
/
9. - INDICATES BENCH LOCATION.
O
F
15 TOTAL
11. J_ - INDICATES LUMINAIRE LOCATION.
/
O
(5
240'-0" (EVERY OTHER BENCH GROUP)
13. Q - INDICATES BINOCULAR LOCATION.
U
p
14.
® - INDICATES FIBERGLASS ANIMAL LOCATION.
/
15.
- INDICATES OSPREY NEST LOCATION.
LITTER
®
10 TOTAL
120'-0" O.C. (AT EACH BENCH GROUP)
/
RECEPTACLE
SOUTH SEGMENT)
/
®
29 TOTAL
40'-0" O.C.
ANIMALS
/
1 TOTAL
SEE PLAN FOR LOCATION
ARTISTIC
BANNER POLES
"
6 TOTAL
SEE PLAN FOR LOCATION
>- M
/
BINOCULARS
Q
8 TOTAL
3 AT EACH WIDENED WALKWAY AREA
Z
La
H
/
M w„0
(2 0
J WZ
J Q O
J
LL'L�wZ
/
J
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DESIGNED BY: MCT
CHECKED BY: NWA
DRAWN BY: KMN
DATE: 07/26/13
.�� Fssi • • ��'f,
.�,.•
RIPARIAN CORRIDOR
LIMIT PROVIDED BY LMG
RIPARIAN CORRIDOR
SETBACK PROVIDED BY LMG
CENTER LINE OF CHANNEL
PROVIDED BY LMG
ADJACENT RIPARIAN LANDOWNER:
SAWMILL POINT INVESTORS LLC
(PROVIDED BY LMG)
PROPOSED RIVERWALK LOCATION
'V
Na
ADJACENT RIPARIAN LANDOWNER:
CITY OF WILMINGTON
(PROVIDED BY LMG)
6.5 ---- STORM HIGH = 6.58 FEET
3.51
---- MHHW = 3.26 FEET
3 ---- MHW = 3.01 FEET
2.5
2
1.5
1 _-- NAVD88 = 0.99 FEET
--- MTL = 0.87 FEET
.5
0 H-� ---- NGVD29 = 0.00 FEET
-.5
---- MLW = -1.27 FEET
----
-2 MLLW = -1.42 FEET
TIDAL CHART
'QS
T cq'°F
RIVERWALK AMENITY BASE BID
Y
AMENITY
SYMBOL
QUANTITY
APPROXIMATE AVERAGE SPACING
SEE DRAWIN
BY CTT
NEW EASEMENT I
SEE DRAWINGS
30 TOTAL
www.AndrewEngineers.com
(SEE MAXIMUM OFFSETS SHOWN ON PLAN).
COPYRIGHT 2012 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
BENCHES
1177=
(100GFR3PS
120'-0"
5. CDS - INDICATES COASTAL WETLAND AREA - CONTRACTOR NOT TO DISTURB THIS AREA.
6. INDICATES RIP -RAP LOCATION.
7. X -BRACE LOCATION.
8. Q - INDICATES STOOL LOCATION.
9. - INDICATES BENCH LOCATION.
O
F
15 TOTAL
11. J_ - INDICATES LUMINAIRE LOCATION.
STOOLS
O
(5
240'-0" (EVERY OTHER BENCH GROUP)
13. Q - INDICATES BINOCULAR LOCATION.
U
p
14.
® - INDICATES FIBERGLASS ANIMAL LOCATION.
OF 3)PS
15.
- INDICATES OSPREY NEST LOCATION.
LITTER
®
10 TOTAL
120'-0" O.C. (AT EACH BENCH GROUP)
RECEPTACLE
SOUTH SEGMENT)
W/ BANNERS
®
29 TOTAL
40'-0" O.C.
ANIMALS
OSPREY NES
1 TOTAL
SEE PLAN FOR LOCATION
ARTISTIC
BANNER POLES
"
6 TOTAL
SEE PLAN FOR LOCATION
>- M
a
BINOCULARS
Q
8 TOTAL
3 AT EACH WIDENED WALKWAY AREA
Z
La
H
M x
M w„0
(2 0
J WZ
J Q O
J
LL'L�wZ
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CHECKED BY: NWA
DRAWN BY: KMN
DATE: 07/26/13
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=
235911W.
l
12032
si
* SEE STURCTURAL SHEET S4.2 FOR
TIMBER PILE BASE BID REQUIREMENTS
* CONTRACTOR TO CUT TIMBER PILES.
TO 1'-0" ABOVE WALKWAY ELEVATION,
WOOD -
END ER
PER
WOOD
R
78 /
II
DER
CONCRETE
OLPHIN
PIER -
SEE RAWING
Y
COAST SITE
DES '
PROPOSED ,
60" RCP
SEE DRAWIN
BY CTT
NEW EASEMENT I
SEE DRAWINGS
BY TT
1
www.AndrewEngineers.com
(SEE MAXIMUM OFFSETS SHOWN ON PLAN).
COPYRIGHT 2012 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
4. U - INDICATES EXISTING PDA PILE LOCATIONS. SEE ECS REPORT#_22.18975.
FROM ANDREW CONSULTING ENGINEERS, P.C.
CONTRACTOR TO VERIFY PILES AS -BUILT LOCATIONS CONFORM TO PROJECT PLANS AND SPECIFICATIONS.
5. CDS - INDICATES COASTAL WETLAND AREA - CONTRACTOR NOT TO DISTURB THIS AREA.
6. INDICATES RIP -RAP LOCATION.
7. X -BRACE LOCATION.
8. Q - INDICATES STOOL LOCATION.
9. - INDICATES BENCH LOCATION.
O
F
10. 0 - INDICATES TRASH RECEPTACLE LOCATION.
11. J_ - INDICATES LUMINAIRE LOCATION.
12. - INDICATES FLOATING DOCK PILE LOCATION.
13. Q - INDICATES BINOCULAR LOCATION.
U
p
14.
® - INDICATES FIBERGLASS ANIMAL LOCATION.
15.
- INDICATES OSPREY NEST LOCATION.
16. N - INDICATES ARTISTIC BANNER POLE LOCATION.
Q'
SOUTH SEGMENT)
FIBER GLASS
®
3 TOTAL
1 AT EACH WIDENED WALKWAY AREA
ANIMALS
OSPREY NES
1 TOTAL
SEE PLAN FOR LOCATION
* SEE STURCTURAL SHEET S4.2 FOR
TIMBER PILE BASE BID REQUIREMENTS
* CONTRACTOR TO CUT TIMBER PILES.
TO 1'-0" ABOVE WALKWAY ELEVATION,
WOOD -
END ER
PER
WOOD
R
78 /
II
DER
CONCRETE
OLPHIN
PIER -
SEE RAWING
Y
COAST SITE
DES '
PROPOSED ,
60" RCP
SEE DRAWIN
BY CTT
NEW EASEMENT I
SEE DRAWINGS
BY TT
1
OVERALL TIMBER PILE & WALKWAY.PLAN-
o +
A
1 "= 30'-0"
NOTES:
I
I
I
I
I
1. SURVEY INFORMATION PROVIDED BY MICHAEL UNDERWOOD AND ASSOCIATES, PA.
STRUCTURAL, MARINE
PROPOSED RESTAURANT/SITE LAYOUT PROVIDED BY COASTAL SITE DESIGN.
AND PROJECT MANAGEMENT
PLAN 2. ALL NEW TIMBER PILES ARE ASTM D25 12" MINIMUM BUTT DIAMETER CLASS B, 2.5 Ib CCA U.N.O. & SPACED ®
8'-0" O.C. U.N.O.
3. MAXIMUM ALLOWABLE FIELD TOLERANCE FOR PILE OFFSET IS 1'-0" FROM PILE PAIR CENTERLINE
www.AndrewEngineers.com
(SEE MAXIMUM OFFSETS SHOWN ON PLAN).
COPYRIGHT 2012 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
4. U - INDICATES EXISTING PDA PILE LOCATIONS. SEE ECS REPORT#_22.18975.
FROM ANDREW CONSULTING ENGINEERS, P.C.
CONTRACTOR TO VERIFY PILES AS -BUILT LOCATIONS CONFORM TO PROJECT PLANS AND SPECIFICATIONS.
5. CDS - INDICATES COASTAL WETLAND AREA - CONTRACTOR NOT TO DISTURB THIS AREA.
6. INDICATES RIP -RAP LOCATION.
7. X -BRACE LOCATION.
8. Q - INDICATES STOOL LOCATION.
9. - INDICATES BENCH LOCATION.
O
F
10. 0 - INDICATES TRASH RECEPTACLE LOCATION.
11. J_ - INDICATES LUMINAIRE LOCATION.
12. - INDICATES FLOATING DOCK PILE LOCATION.
13. Q - INDICATES BINOCULAR LOCATION.
U
p
14.
® - INDICATES FIBERGLASS ANIMAL LOCATION.
15.
- INDICATES OSPREY NEST LOCATION.
16. N - INDICATES ARTISTIC BANNER POLE LOCATION.
Q'
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BU SEER C1iT
CONCRETE
PIER
RIPARIAN CORRIDOR
LIMIT PROVIDED BY LMG
RIPARIAN CORRIDOR
SETBACK PROVIDED BY LMG
NORTHERN RIVERFRONT MARINA HOTEL LLP
ADAM LISK
720 N. 3RD ST. SUITE 301
WILMINGTON, NC 28401
[phone]
Y
o +
A
CONSULTING
ENGINEERS
STRUCTURAL, MARINE
& FORENSIC ENGINEERING
AND PROJECT MANAGEMENT
3811 Peachtree Avenue Suite 300
Wilmington, NC 28403
P:910.202.5555 F:910.202.5558
www.AndrewEngineers.com
NC PE Firm License C-2461
COPYRIGHT 2012 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WTTHOU T WRITTEN PERMISSION
FROM ANDREW CONSULTING ENGINEERS, P.C.
Z
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47' -011
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251- 2
lf
T.O. STAGE _
5 -011
GRADE (VARIES).
9 Oil
3 1
3111
-31
S1 s2 s3 s4 s5
STAGE WEST ELEVATION
1/8" = 1'-0"
s5 s4
H P RO,
X60'-10'
RO(
53-ill
v L . LOA
25'-2"
. STS
15' - 0"
GRADE
X10' -011
STAGE EAST ELEVATION
1/8" = 1'-0"
JL
J _I
STAGE NORTH ELEVATION
1/8" = 1'-0"
02
01
H . ROOF STAGE_ _
6�0' - 10"
v L . ROOF STAGE
53' - 1"
v B . RIGGING STRUCTI
47'- 0"
v T.O. STAGE
15'-0"
GRADE (VARIES)
1 1 2 1 3 1 4 1 5 1 6 1 7
r�
STAGE SOUTH ELEVATION
1/8" = V-0"
SC sD
4
2
-31
VT PAINT
-31
PC DH
iJ
10
11
12
13
14
15
NOTES
GENERAL NOTES
1. DO NOT SCALE DRAWINGS FOR DIMENSIONS.
ADDITIONAL INFORMATION MAY BE SHOWN ON
THE FLOOR PLANS, DETAIL PLANS,
ELEVATIONS, SECTIONS, DETAIL SCHEDULES
AND SPECIFICATIONS.
2. REFER TO SHEET G-001 FOR TYPICAL NOTES,
LEGENDS, SYMBOLS & DIMENSIONING
STANDARDS.
3. REFER TO SHEET A-831 FOR MATERIAL
ABBREVIATION LEGEND.
4. REFER TO A-801 FOR TYPICAL MOUNTING
HEIGHTS.
5. FOR ADDITIONAL INFORMATION REFER TO
STRUCTURAL, MECHANICAL, ELECTRICAL AND
PLUMBING DRAWINGS.
6. REFERENCE A-821 FOR WINDOW & DOOR
SCHEDULE WITH GLASS TYPES.
7. REFERENCE ELECTRICAL DRAWING SHEET
E-001 FOR LIGHT FIXTURE SCHEDULE.
K-02
LEGEND
TEEL/
I. C)
01
16
17
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
P.O. Box 11189 Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES , PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Soil Design = SO
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, INC 27612
www.landisplic.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.fountaindesigns.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL/SIGNATURE
PROGRESS SET
CONFIDENTIAL
NOT FOR CONSTRUCTION
ISSUE/REVISIONS
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
KEY MAP
SHEET INFORMATION
Project No.:
ACT -XX
ACOUSTIC CEILING TILE
VT PAINT
Checked By:
PC DH
AFF AT
(CMU -XX)
CONCRETE MASONRY UNIT
qNS,
SHEET TITLE
(CON -XX)
CONCRETE
CT -XX
CERAMIC TILE
EF -XX
EPDXY FLOORING
FCP-XX
FIBER CEMENT PANEL
GL -XX
GLASS
(G BW -XX)
GYPSUM WALL BOARD
1/4"
INSUL-XX
INSULATION
MF -XX
METAL FENCING
MR -XX;
METAL RAILING
(MTL-XX;
METAL
PG -XX
PLASTIC GLAZING
PT -XX
PAINT
PX -XX
HIGH PERFORMANCE COATING
RB -XX
RUBBER BASE
(RFG-XX)
ROOFING
SF -XX
STOREFRONT
ST -XX
STONE
STS -XX
STAINLESS STEEL
WD -XX
CYPRESS
(WLP-XX)
WALL PROTECTION
EQ -XX
EQUIPMENT
A -XX
BATHROOM ACCESSORIES
FG -01
F -XX
FIXTURE
I. C)
01
16
17
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
P.O. Box 11189 Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES , PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Soil Design = SO
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, INC 27612
www.landisplic.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.fountaindesigns.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL/SIGNATURE
PROGRESS SET
CONFIDENTIAL
NOT FOR CONSTRUCTION
ISSUE/REVISIONS
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
KEY MAP
SHEET INFORMATION
Project No.:
NWP 1701
Drawn By:
MH
Checked By:
PC DH
Date:
Scale:
As indicated
SHEET TITLE
ARCHITECTURE
ELEVATIONS - STAGE
SHEET NO.

107
L
:1
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FUTURE
VELOPMENT
> SITE/
°
°
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0
17
I PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL/SIGNATURE
CHECK SET
CONFIDENTIAL
NOT FOR CONSTRUCTION
ISSUE/REVISIONS
�7aaa■101Wel NVIIG\ILai 0
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
3 BID SET 02/07/2019
KEY MAP
N
Project No.: NWP 1701
Drawn By: MP, SW
Checked By: ML, MM
Date: 07/13/2018
Scale: 1 "=30'-0
0 5 1015 30
SHEET TITLE
I SHEET NO.
LANDSCAPE
ENLARGEMENTS
KEY PLAN
L-4
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�! 1. SEE SHEET L-001 FOR GENERAL
LANDSCAPE NOTES,
ABBREVIATIONS & SYMBOLS.
2. SEE SHEET L-030 & L-031 FOR
MATERIALS SCHEDULE.
3. SEE L-411 TO L-414 FOR MATERIALS
ENLARGEMENTS.
LEGEND
■ LIMIT OF WORK (2' OFFSET)
PAVING - TYPE 1
2A PAVING -TYPE 2A
PAVING -TYPE 2B
3A PAVING -TYPE 3A
3B PAVING -TYPE 3B
\4A PAVING -TYPE 4A
5 PAVING -TYPE 4B
© PAVING -TYPE 5
SYNTHETIC SURFACE -
SYN -1 ' TYPE 1
DCK-1 DECKING - TYPE 1
DCK-2 DECKING - TYPE 2
WL -1 WALL - TYPE 1
WALL - TYPE 2
WALL - TYPE 3
WALL - TYPE 4
WALL - TYPE 5
TC -1
TERRACES
FURNITURE
o BN -1A BENCH - TYPE 1A
o BN -1 B BENCH - TYPE 1 B
o
BN -1C BENCH - TYPE 1 C
o BN -2 BENCH - TYPE 2
m BN -3 BENCH -TYPE 3
BN -4A BENCH - TYPE 4A
o BN -4B BENCH - TYPE 4B
BO -1 BOLLARD - TYPE 1
BR -1 BICYCLE RACK - TYPE 1
DF -1 DRINKING FOUNTAIN -TYPE 1
TR -1 TRASH RECEPTACLE -TYPE 1
RAILS AND FENCES
FN -1 FENCE - TYPE 1
HR -1 HANDRAIL - TYPE 1
HR -2 HANDRAIL - TYPE 2
GR -1 GUARDRAIL - TYPE 1
----- GR_2 GUARDRAIL - TYPE 2
PLAY EQUIP.
_} PL -1 PLAY EQUIPMENT - TYPE 1
PL -2 PLAY EQUIPMENT - TYPE 2
PL -3 PLAY EQUIPMENT - TYPE 3
71
PL -4 PLAY EQUIPMENT - TYPE 4
PL -5 PLAY EQUIPMENT - TYPE 5
PL -6 PLAY EQUIPMENT - TYPE 6
LIGHTING
•\;; TA CITY STANDARD
STREET POLE
�>> TB PEDESTRIAN POLE
• TC POLE MOUNTED FLOOD LIGHT
' WITH 10 DEGREE BEAM SPREAD
oc� TC -1 POLE MOUNTED FLOOD LIGHT
WITH 25 DEGREE BEAM SPREAD
TC -2 POLE MOUNTED FLOOD LIGHT
WITH 55 DEGREE BEAM SPREAD
• TV 75' HIGH MAST POLE
TV -1 35'- 40' HIGH MAST POLE
■J TD PEDESTRIAN BOLLARD
TF IN -GRADE LUMINAIRE
......... LED LINEAR LED FIXTURE
SIGNAGE
ID -1 SIGNAGE - IDENTIFICATION
ID -2 SIGNAGE - IDENTIFICATION
ID -3 SIGNAGE - IDENTIFICATION
INT -1 SIGNAGE - INTERPRETIVE
INT -2 SIGNAGE - INTERPRETIVE
REG 1 SIGNAGE - REGULATORY 1
PARK RULES
REG -2 SIGNAGE - REGULATORY 2
WATER FOUNTAIN RULES
SITE EQUIPMENT
HB -1 HOSE BIB - BLDG MOUNTED,
SEE PLUMBING DWGS
HB -2 HOSE BIB - FLUSH IN GRADE
SEE CIVIL DWGS
SC -1 SECURITY CAMERA
SEE ELECTRICAL DWGS
P-1 POWER - POINTS OF SALE
SEE ELECTRICAL DWGS
P-2 POWER - PORTABLE TOILET
SEE ELECTRICAL DWGS
16 1 17
I PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, INC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispiIc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington INC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL/SIGNATURE
CHECK SET
CONFIDENTIAL
NOT FOR CONSTRUCTION
ISSUE/REVISIONS
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
3 BID SET 02/07/2019
KEY MAP
N
aaa■icizerMIua1LOR
Project No.: NWP 1701
Drawn By: MP, SW
Checked By: ML, MM
Date: 07/13/2018
Scale: 1"=10'-O
0 2 5 10
SHEET TITLE
LANDSCAPE
ENLARGEMENT
AREA 1
SHEET NO.
L-411

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15
SHEET NOTES
1. SEE SHEET L-001 FOR GENERAL
LANDSCAPE NOTES,
ABBREVIATIONS & SYMBOLS.
2. SEE SHEET L-030 & L-031 FOR
MATERIALS SCHEDULE.
3. SEE L-411 TO L-414 FOR MATERIALS
ENLARGEMENTS.
LEGEND
■ LIMIT OF WORK (2' OFFSET)
PAVING - TYPE 1
2A PAVING -TYPE 2A
PAVING -TYPE 2B
3A PAVING -TYPE 3A
3B PAVING -TYPE 3B
\4A PAVING -TYPE 4A
5 PAVING -TYPE 4B
© PAVING -TYPE 5
SYNTHETIC SURFACE -
SYN -1 ' TYPE 1
DCK-1 DECKING - TYPE 1
DCK-2 DECKING - TYPE 2
WL -1 WALL - TYPE 1
WALL - TYPE 2
WALL - TYPE 3
WALL - TYPE 4
WALL - TYPE 5
TC -1
FENCE - TYPE 1
HR -1
TERRACES
HR -2
FURNITURE
o BN -1A
BENCH -TYPE 1A
o BN -1 B
BENCH -TYPE 1B
o BN -1C
BENCH- TYPE 1 C
o BN -2
BENCH - TYPE 2
�r— BN -3
BENCH - TYPE 3
BN -4A
BENCH - TYPE 4A
o BN -4B
BENCH - TYPE 4B
BO -1
BOLLARD - TYPE 1
BR -1
BICYCLE RACK -TYPE 1
I& DF -1
DRINKING FOUNTAIN -TYPE 1
TR -1
TRASH RECEPTACLE -TYPE 1
\
RAILS AND FENCES
____ FN -1
FENCE - TYPE 1
HR -1
HANDRAIL - TYPE 1
HR -2
HANDRAIL - TYPE 2
GR -1
GUARDRAIL - TYPE 1
------GRL-?
GUARDRAIL - TYPE 2
PLAY EQUIP.
PL -1
PLAY EQUIPMENT - TYPE 1
o 00 PL -2
PLAY EQUIPMENT - TYPE 2
— PL -3
PLAY EQUIPMENT - TYPE 3
PL -4
PLAY EQUIPMENT - TYPE 4
PL -5
PLAY EQUIPMENT TYPE 5
PL -6
PLAY EQUIPMENT - TYPE 6
LIGHTING
'• ; TA
CITY STANDARD
\
STREET POLE
�>> TB
PEDESTRIAN POLE
• TC
POLE MOUNTED FLOOD LIGHT
WITH 10 DEGREE BEAM SPREAD
ocJ TC -1
POLE MOUNTED FLOOD LIGHT
WITH 25 DEGREE BEAM SPREAD
xJ TC -2
POLE MOUNTED FLOOD LIGHT
WITH 55 DEGREE BEAM SPREAD
• TV
75' HIGH MAST POLE
TV -1
35'- 40' HIGH MAST POLE
■J TD
PEDESTRIAN BOLLARD
TF
IN -GRADE LUMINAIRE
......... LED
LINEAR LED FIXTURE
SIGNAGE
ID -1
SIGNAGE - IDENTIFICATION
ID -2
SIGNAGE - IDENTIFICATION
ID -3
SIGNAGE - IDENTIFICATION
INT -1
SIGNAGE - INTERPRETIVE
INT -2
SIGNAGE - INTERPRETIVE
REG 1
SIGNAGE - REGULATORY 1
PARK RULES
REG -2
SIGNAGE - REGULATORY 2
WATER FOUNTAIN RULES
SITE EQUIPMENT
HB -1
HOSE BIB - BLDG MOUNTED,
SEE PLUMBING DWGS
HB -2
HOSE BIB - FLUSH IN GRADE
SEE CIVIL DWGS
SC -1
SECURITY CAMERA
SEE ELECTRICAL DWGS
P-1
POWER - POINTS OF SALE
SEE ELECTRICAL DWGS
P-2
POWER - PORTABLE TOILET
SEE ELECTRICAL DWGS
16
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispiIc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL/SIGNATURE
CHECK SET
CONFIDENTIAL
NOT FOR CONSTRUCTION
ISSUE/REVISIONS
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
3 1BID SET 1 02/07/2019
KEY MAP
N
Project No.: NWP 1701
Drawn By: MP, SW
Checked By: ML, MM
Date: 07/13/2018
Scale: 1"=10'-O
0 2 5 10
SHEET TITLE
I SHEET NO.
LANDSCAPE
ENLARGEMENT
AREA 3
L-413

I►YA]
L
J
r--
1
1
1
1
1
1
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5
10
2A
Planning
Traffic
Fire
11
12
13
14
GJ
15
1
1
1
1
SHEET NOTES
1. SEE SHEET L-001 FOR GENERAL
LANDSCAPE NOTES,
ABBREVIATIONS & SYMBOLS.
2. SEE SHEET L-030 & L-031 FOR
MATERIALS SCHEDULE.
3. SEE L-411 TO L-414 FOR MATERIALS
ENLARGEMENTS.
LEGEND
■ LIMIT OF WORK (2' OFFSET)
F1 I PAVING - TYPE 1
2A PAVING -TYPE 2A
PAVING -TYPE 2B
3A PAVING -TYPE 3A
3B PAVING -TYPE 3B
\4A PAVING -TYPE 4A
5 PAVING -TYPE 4B
© PAVING -TYPE 5
SYNTHETIC SURFACE -
SYN -1 ' TYPE 1
DCK-1 DECKING - TYPE 1
DCK-2 DECKING - TYPE 2
WL -1 WALL - TYPE 1
WALL - TYPE 2
WALL - TYPE 3
WALL - TYPE 4
WALL - TYPE 5
TC -1
TERRACES
FURNITURE
o BN -1A
BENCH -TYPE 1A
o BN -1 B
BENCH -TYPE 1B
o BN -1C
BENCH- TYPE 1 C
o BN -2
BENCH - TYPE 2
m BN -3
BENCH - TYPE 3
BN -4A
BENCH - TYPE 4A
o BN -4B
BENCH - TYPE 4B
BO -1
BOLLARD - TYPE 1
BR -1
BICYCLE RACK - TYPE 1
DF -1
DRINKING FOUNTAIN -TYPE 1
TR -1
TRASH RECEPTACLE -TYPE 1
RAILS AND FENCES
____ FN -1
FENCE - TYPE 1
HR -1
HANDRAIL - TYPE 1
HR -2
HANDRAIL - TYPE 2
GR_ 1
GUARDRAIL - TYPE 1
_____ GR_2
GUARDRAIL - TYPE 2
PLAY EQUIP.
PL -1
PLAY EQUIPMENT - TYPE 1
00 0-'00 PL -2
PLAY EQUIPMENT - TYPE 2
— PL -3
PLAY EQUIPMENT - TYPE 3
PL -4
PLAY EQUIPMENT - TYPE 4
PL -5
PLAY EQUIPMENT - TYPE 5
PL -6
PLAY EQUIPMENT - TYPE 6
LIGHTING
�• ;; TA
CITY STANDARD
-,
STREET POLE
�>> TB
PEDESTRIAN POLE
TC
POLE MOUNTED FLOOD LIGHT
WITH 10 DEGREE BEAM SPREAD
POLE MOUNTED FLOOD LIGHT
ocJ TC -1
WITH 25 DEGREE BEAM SPREAD
TC -2
POLE MOUNTED FLOOD LIGHT
WITH 55 DEGREE BEAM SPREAD
• TV
75' HIGH MAST POLE
TV -1
35'- 40' HIGH MAST POLE
■J TD
PEDESTRIAN BOLLARD
TF
IN -GRADE LUMINAIRE
......... LED
LINEAR LED FIXTURE
SIGNAGE
FI—D-11
SIGNAGE - IDENTIFICATION
ID -2 1
SIGNAGE - IDENTIFICATION
ID -3 1
SIGNAGE - IDENTIFICATION
INT -1
SIGNAGE - INTERPRETIVE
INT -2
SIGNAGE - INTERPRETIVE
REG 1
SIGNAGE - REGULATORY 1
PARK RULES
REG -2
SIGNAGE - REGULATORY 2
WATER FOUNTAIN RULES
SITE EQUIPMENT
HB -1
HOSE BIB - BLDG MOUNTED,
SEE PLUMBING DWGS
HB -2
HOSE BIB - FLUSH IN GRADE
SEE CIVIL DWGS
SC -1
SECURITY CAMERA
SEE ELECTRICAL DWGS
P-1
POWER - POINTS OF SALE
SEE ELECTRICAL DWGS
P-2
POWER - PORTABLE TOILET
SEE ELECTRICAL DWGS
16
17
I PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, INC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispiIc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington INC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL/SIGNATURE
CHECK SET
CONFIDENTIAL
NOT FOR CONSTRUCTION
ISSUE/REVISIONS
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
3 BID SET 02/07/2019
KEY MAP
N
slaaa■iuzr���uau•�c
Project No.: NWP 1701
Drawn By: MP, SW
Checked By: ML, MM
Date: 07/13/2018
Scale: 1"=10'-O
0 2 5 10
SHEET TITLE
I SHEET NO.
LANDSCAPE
ENLARGEMENT
AREA 4

N
L
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GENERAL STRUCTURAL NOTES
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Resource Sketch v2 after
page 14 of 14
r�SHORELINE STABILIZATION PLAN
A
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1 2 1 3 1 4 1 5 1 8 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 76 17
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON. NORTH CAROLINA
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/loped No.: NWP 1741
B1awo By: RMAL
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STRUCTURAL MARINE
SHORELINE
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Page 6 of 14

N
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SECTION
SCALE 3/4" = V-0"
EXISTING BOLLARD
ADD NEW BOLLARD
WHERE REQUIRED l
MATCH NEW RAILIN(
NEW ALUMINUM CO`
PLATE TO MATCH
EXISTING GUARDRA
REMOVE EXISTING
ALUMINUM RAILING,
NEW WALKWAY OPE
REMOVE EXISTING 7
RAIL AT NEW WALK
OPENING
NEW CONTINUOUS
ALUMINUM HFP-2-2
SURFACE MOUNT M
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MM SYSTEMS. FASTI
EACH EXISTING 2,2)
STRINGER
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PT 2x12 CONTINUOUS
PAVED WALKWAY
T.O. PAVED WALKWAY ELEV. = VARIES
(SEE LANDSCAPE AND CIVIL)
BOLT
3/4"0 BOLT @ 24" O.0
2, PT 2x6 CONTINUOUS
MIRAFI FILTER WEAVE 300
SECTION
D1
FLEXAMAT AT SLOPES
1:4 OR STEEPER
STORM DESIGN
ELEV. 54'— --
6'� 3
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MHW
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TRITON MARINE MATTRESS
(CONTINUOUS)
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SCALE 1/4" = 1'-0"
1 1 2 1 3 1 4
5
GIRDER
PILE
EXISTING 2x STRINGER
ANCHOR TOP OF MAT
ELEV. 7.00' I—
II— -
C�
7
BOLLARD AND
GUARDRAIL
G11
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BOLLARD AND
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WOOD MATERIAL SCHEDULE
MATERIAL
SIZE*
S.Y. PINE GRADE
SURFACE
MOISTURE
CONTENT
USE CATEGORY AND
CCA RETENTION
PILING
12"0
CLASS B PILES
UC513
GIRDERS
6x12
PT #1 DENSE
ROUGH
S -DRY 19
UC513
STRINGERS
2x12
PT #1
S4S
S -DRY 19
UC513
FLOOR DECKING
2x6
PT #1 PRIME
S4S
ADAT/KDAT19
UC4B
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8x8
PT #1
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ADAT/KDAT19
UC513
KNEE BRACE
8x8
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ROUGH
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UC5B
* UNLESS OTHERWISE NOTED
**'PT' INDICATES PRESSURE TREATED LUMBER
SECTIO
G
A8
R SECTIO
D
10
11
12
13
14
15
D. WALKWAY ELEV. = VARIES n
(SEE GRADING PLANS)
MHW ELEV. = 1.83'
O. WALKWAY ELEV. = VARIES n
(SEE GRADING PLANS)
:S
16
MHW ELEV. = 1.83' n
17
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
P.O. Box 11189 Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
NC License #C-2461
Soil Design = SO
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.fountaindesigns.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL SIGNATURE
V�
�V
0�
ISSUE/REVISIONS ACE PROJECT NO: 17053
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
3 CONSTRUCTION DOCUMENTS 03/08/2019
I KEY MAP
SHtt I INI-UKMAI IUN
Project No.: NWP 1701
Drawn By: RTW, JSL
Checked By: EBP, NWA
Date: 03/08/2019
Scale:
SHEET TITLE
STRUCTURAL MARINE
SHEET NO.
SECTIONS

L
K
H
G
F
E
0
C
D1
WILMINGTON CAPE FEAR RIVER
4.00'
3.00'
2.00'
1.00'
111
-1.00'
---- M H H W = 3.26'
---- MHW = 3.01'
---- MSL = 1.017'
---- MLW = -1.27'
---- MLLW = -1.42'
STRINGER
CROSS BEi
TORSION B
FLOATING DOCK DETAIL
SCALE 3/4" = 1'-0"
FASTENERS
DECKING
CLEAT
FENDER
WALER
FLOTATION
NOTE: MINIMUM GAPS BETWEEN FLOATS REQUIRED.
GANGWAY AT FLOATING DOCK DETAIL.
v % SCALE 3/4" = 1'-0"
-2.00' ' '
VERTICAL DATUM CHART
SCALE 1" = 1'-0"
1
GUARDRAIL
1 1/2" O.D. HANDRAIL
GUARDRAIL
TOE PLATE
ADA GANGWAY DETAIL.
SCALE 3/4" = 1'-0"
2
3
TRANSITION PLATE
FLOATING DOCK
BLOCKING AT GANGWI
CONNECTION LOCATIC
U
U
u�
U
a
a
L
3, #14 SCREWS EACH
END
GANGWAY ATTACHMENT DETAIL
SCALE 1 1/2" = 1'-0"
EXISTING 2,2x BAND
EXISTING 2,2x BAND
BLOCKING AT GANGWAY
ATTACHMENT - NOTCH
AROUND BOLTS
HINGE ATTACHMENTS AT 8" O.C.
LOCATED BETWEEN STRINGERS
2, SIMPSON HL35 AT
GANGWAY ATTACHMENT
ENDS
SIMPSON HL35
EXISTING BOLLARD BEYOND
5/8"0 BOLT AT EACH HINGE
ATTACHMENT - BEVEL BOLT
EDGES TO COMPLY WITH ADA.
ADA COMPLIANT
GANGWAY BRACKET
4
I
EXISTING 2,2x BAND
EXISTING GIRDER
BLOCKING BETWEEN
GIRDERS AT GANGWAY
CONNECTION
C�
w
U
L
L
NOTE:
CONDUIT FOR POWER AND WATER SUPPLY
CONSISTENT w/ CITY OF WILMINGTON
PUBLIC FLOATING DOCKS.
2, #14 SCREWS EACH END
(AT GANGWAY ATTACHMENT ENDS,
COUNTERSINK AS REQUIRED AT
GANGWAY ANGLE).
4, #14 SCREWS EACH END
(COUNTERSINK AS REQUIRED AT
GANGWAY ANGLE).
ADD ALTERNATE: FLOATING DOCK PLAN
SCALE 1" = 10'-0"
5
D
7
D
10
11
12
13
14
15
16
17
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP. P. C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
P.O. Box 11189 Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
NC License #C-2461
Soil Design = SO
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.fountaindesigns.com
Wayfinding = XS
TWO TWELVE
236 W 27th Street, Suite 802, New York NY 10001
www.twotwelve.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL SIGNATURE
V�
O�
ISSUE/REVISIONS ACE PROJECT NO: 17053
NO. DESCRIPTION DATE
1 SCHEMATIC DESIGN 03/09/2018
2 DESIGN DEVELOPMENT 07/13/2018
3 CONSTRUCTION DOCUMENTS 03/08/2019
1 KEY MAP
SHtt I INI-UKMAI IUN
Project No.: NWP 1701
Drawn By: RTW, JSL
Checked By: EBP, NWA
Date: 03/08/2019
Scale:
SHEET TITLE
STRUCTURAL MARINE
FLOATING DOCK PLANS
ADD ALTERNATE 12
SHEET NO.