20051795 Ver 1_CAMA Application_20050929

NCDENR
' North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
September 27, 2005
MEMORANDUM:
TO: Cyndi Karoly, Supervisor ? ^ R3 ??? D
401 Oversight and Express Permits Unit 0 (?
Division of Water Quality-Surface Water Prot on
SEP29Zag5
FROM: Doug Huggett, Major Permits Coordinator DENR - WATER QUAUTY
WETLANDS AND STORMWATER BRANCH
SUBJECT: CAMA & Dredge and Fill Permit Application Review
Applicant: Sid Camden, Almont Shipping Co. (Riverfront Marina)
Project Location: Almont Shipping Terminals, 10 Hargett Street, Wilmington
Proposed Project: The Applicant proposes to excavate a marina basin, and construct a docking
facility to accommodate 204 slips, along with associated buildings, parking, fuel tanks, bulkhead
and the Wilmington Riverwalk extension at Almont Shipping Terminals, 10 Hargett Street, Wilmington,
adjacent to the Northeast Cape Fear River.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 21, 2005. If you have any questions regarding the proposed project, please contact Robb
Mairs at [phone], when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
SIGNED
Phone
This agency objects to the project for reasons described in the attached comments.
DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
910-796-7215 \ FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

C R I S E R
TROUTMAN
T A N N E R
August 5, 2005
North Carolina Department of Environment
& Natural Resources
Division of Coastal Management
Wilmington District
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Almont Riverwalk Marina
Wilmington, NC
New Hanover County
Gentlemen:
R. 1-(
F, NC
' Enclosed herewith is the CAMA Major Application for the above mentioned project.
This project proposes to construct a Marina for small boats and vessels on land formerly
owned and occupied by Almont and will extend the City of Wilmington's Riverwalk Project
M another 2200 feet northward. Other upland development in the vicinity will be made possible,
but is not covered in this application.
r The Application Processing Fee of $475.00 is attached herewith.

r

C

Details of the work are included in the Narrative Description of the application.
Adjacent landowner notifications will be mailed upon your official notice that the
application has been accepted as complete.
For your information we are distributing copies as follows:
Department of Coastal Management
DCM - Raleigh Office
Corps of Engineers-Wilmington
Land Management Group
City of Wilmington
- 27 copies
1 copy
1 copy
- 1 copy
1 copy
Respectfull submitte ,
Charles E. Davis, P.E.
Project Manager
CED/ggj/4921.01
Attachment

CRISER TROUTMAN TANNER CONSULTING ENGINEERS
Pn P- 7777 Inr,i,,,i.,,.,,,., nor )QAnr I '4RnQ Pno KI- A.m Cuito 1n? Wilmi-t- KIr 9knn4 .. Qin QQ7 7Q?Q sQin 4Q7 7471 rtto nninuurinn rnm
1
1
1
1
1
1
1
1
1
TABLE OF CONTENTS
LETTER OF TRANSMITTAL
DCM Form MP-1: Application 3 pages
Attachment A
Narrative Description 2 pages
Attachment B
Additional Information e & f 1 page
Attachment C
Historic Preservation Letter 2 pages
Attachment D
City of Wilmington Endorsement 1 page
Attachment E
DWQ Stormwater Permit 1 page
Attachment F
Notice to Adjacent Property Owners 2 pages
Attachment G
Environmental Assessment 1 page
(Not Included-Submitted Previously)
Attachment H
Deeds of Almont's Property Ownership 25 pages
Attachment I
List of Previous Permits 1 page
Attachment J
Project Drawing entitled:
"Riverwalk Marina" 33 pages
DCM Form MP-2: Excavation and Fill 2 pages
Attachment A 1 page
DCM Form MP-3: Upland Development 1 page
Attachment A 1 page
DCM Form MP-4: Structures 1 page
DCM Form MP-6: Marina Development 2 pages

Form DCM-MP-1
APPLICATION
(Fo be completed by all applicants)
b. City, town, community or landmark
WILMINGTON
1. APPLICANT
a. Landowner: ALMONT SHIPPING COMPANY
c. Street address or secondary road number
10 HARGETT STREET
d. Is proposed work within city limits or planning
' SID CAMDEN, PRESIDENT
Name jurisdiction? X Yes No
Address ONE HANOVER STREET e. Name of body of water nearest project (e.g. river,
creek, sound, bay) CAPE FEAR RIVE

NC
City WILMINGTON State
[phone]
Ph
D -
' one
ay
Zip .28401 _ 3. DESCRIPTION AND PLANNED USE
Fax [phone]
OF PROPOSED PROJECT

' b. Authorized Agent: C.E.DAVIS, P.E.
Name CRISER TROUTMAN TANNER CONSULTING ENGINEERS a. List all development activities you propose (e.g.
' building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities. APPLICANT
Address P.O.Box 3727 PROPOSES (1) A MARINA WITH ASSOCIATED FACILITIES ND
COMMERCIAL BUILDINGS ALONG NUTT STREET:
I
R
NC
O STat
N
EXTEND HE
(?
City WILMINGT
N State
,
WILMINGTON RIVERWALK AROUND THE MARINA AND TO THE
NORTH PROPERTY LINE.
Zip 28406 Day Phone [phone] b. Is the proposed activity maintenance of an existing
project, new work, or both? NEW
' Fax [phone]
c.
Will the project be for public, private or commercial
use? _ PUBLIC AND COMMERCIAL
c. Project name (if any)
' RIVERFRONT MARINA d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
NOTE: Pernw will be tss ad in now of hvidowncr(s), a dlor additional pages. PROJECT WILL FULFILL GOALS OUTLINED
projea name IN CITY OF WILMINGTON WATERFRONT DEVELOPMENT PLAN
12020 VISION PLAN) BY PROVIDING PUBLIC WATERFRONT

' ACCESS. PUBLIC ACCESS WILL BE INCREASED THROUTH
2. LOCATION OF PROPOSED THE EXTENSION OF THE RIVERWALK & THE CREATION OF
COMMERICAL DOCKS & PIERS. STANDARD MARINE &
PROJECT
COMMERICAL CONSTRUCTION TECHNIQUES WILL BE USED.

NEW HANOVER
C SEE ATTACHMENT A FOR DESCRIPTION.
a.
ounty
' Revised 031%

Form DCM-MP-I

' m. Describe existing wastewater treatment facilities.
4. LAND AND WATER CITY OF WILMINGTON SEWER AVAILABLE
CHARACTERISTICS
10.6 ACRES MARINA
Describe location and type of discharges to waters
n.
a. Size of entire tract 1.7 ACREA RIVERWALK FRIN ,F .
of the state. (For example, surface runoff, sanitary
b Size of individual lot(s) NIA NO INDIVIDUAL LOTS PLANNED wastewater, industrial/commercial effluent, "wash
. down" and residential discharges.)
' c. Approximate elevation of tract above MHW or NO DIRECT DISCHARGES PLANNED, STORMWATER WILL BE DETAINED
NWL +5' MHW UNDERGROUND IN ACCORDANCE WITH DNR REQUIREMENTS.
' d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
Y
M
URBAN TYPE SANDS ON THE UPLANDS, HYDRIC SANDS IN INTERTIDAL STE
.
CITY OF WILMINGTON WATER S

e. RANGE ALONG CAPE FEAR RIVER.
Vegetation on tract SEE ATTACHMENT A

f. Man-made features now on tract SEE ATTACHMENT A •
5. ADDITIONAL INFORMATION
' g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (cross h d w hmd land Xse plan.) following items must be submitted:
Conservation Transitional
X Developed Community • A copy of the deed (with state application only) or

Othe other instrument under which the applicant claims title
r
Rural
to the affected properties. If the applicant is not
' h How is the tract zoned by local government? claiming to be the owner of said property, then
. forward a copy of the deed or other instrument under
CENTRAL BUSINESS DISTRICT which the owner claims title, plus written permission
' i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? X Yes No
(Aaft* zoning n arMficare, yappf+wb4)
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
' j. Has a professional archaeological assessment been ink on an 8 112" by II" white paper. (Refer to
done for the tract? Yes _x No Coastal Resources Commission Rule 71.0203 for a
If yes, by whom? detailed description.)
' k. Is the project located in a National Registered Please note that original drawings are preferred and
Historic District or does it involve a National only high quality copies will be accepted. Blue-lire
Register listed or eligible property? pry or other larger plats are acceptable only if an
Yes X No adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1. Are there wetlands on the site? X Yes No Engineers regarding that agency's use of larger
Coastal (marsh) X Other drawings.) A site or location map is a part of plat
If yes, has a delineation been conducted? X requirements and it must be sufficiently detailed to
(Anal, dom. (f am%04W) guide agency personnel unfamiliar with the area to the

I ReAnd 03195
Form DCM-MP-1

11

n

site. Include highway or secondary road (SR)
numbers, landmarks, and the tike.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name CITY OF WILMINGTON
Address ATTN: MR STERLING CHEATHAM
Phone CITY MANAGER
Name DEAN HARDWOODS
Address ONE COWAN STREET
Phone WILMINGTON NC 28401
Name PPD, INC. ATTN: KIM GREENE
Address 315 SOUTH 17th STREET
Phone WILMINGTON, NC 28412
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
SEE ATTACHMENT D
• A check for 450 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
NOT APPLICABLE
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
' NOT APPLICABLE
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. 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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
r-( A
This is the --? day of b . 2005
Print Name ID. EN, PRESI ENT
Signature
I-A-,WAer or A rued Agent
Please indicate attachments pertaining to your proposed
project.
x DCM MP-2 Excavation and Fill Information
x DCM MP-3 Upland Development
Y DCM MP4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195
I I

i

u

ATTACHMENT A
TO
DCM FORM MP 1
Narrative Description
2 pages

1
ATTACHMENT A
TO
FORM DCM MP1-par. 3 d
NARRATIVE DESCRIPTION OF PROPOSED MARINA PROJECT
Almont Shipping Terminals proposes to construct a small-boat marina along the
east bank of the northeast Cape Fear river within the footprint of its old steamship
terminal which is being relocated further south on the Cape Fear river. A portion of the
marina basin will fall in deep water of the rivers edge and within old ship slips, but the
majority will fall in upland areas requiring dredging.
The most significant feature of its layout is the provision for the Riverwalk (the
city's linear river-side park for the public) to run around the landside exposing the public
to the rivers edge and a boating environment. It will pick-up at the north side of the city's
' convention center (presently under design) and proceed around the marina and end some
2000 feet northward in the vicinity of Harnett Street.
The marina will have 204 slips-173 permanent wet slip's and 32 transient slips.
Permanent slips will be 50' and 60' in length. Transient slips will be 60'- and, 50' in
length. Permanent slips will be available for lease and/or purchase by the public and/or
residents of future upland development. Transient slips will be available for short-term,
fee-daily use by the public. Fuel service is proposed, although no other maintenance or
marine services are proposed.

h

The marina basin will begin at the existing southern-most canal and extend along
the shoreline to the northern end of the existing concrete dock. Basin excavation will be
located partially in upland and partially within the existing man-made canals and
warehouse footprints. This will result in an approximately 11 - acre, partially open basin.
A relatively small area waterward of the canals and landward of the pierhead line will be
also be excavated. Existing elevations within the basin footprint range from
approximately +10'MSL to - 10'MSL. Dredging is proposed to a final project depth of -
9.9'MSL (-9'MLW). This will result in approximately 165,000cy of excavated material
(140,000 below MHW and 25,000 above MHW) soil investigation indicates sediments
are non-homogenous, containing sand and mixed fill materials. Dredging will be
performed with a land-based excavator and a hydraulic pipeline dredge and material will
be de-watered in a temporary containment dike with outfall. A spoil disposal area has
been designated at the northern limit of the Almont property, just south of Cowan Street.
An engineered dike will be installed around the disposal area and will remain in place to
permanently contain the material. The disposal area is currently part of the cleared
industrial property and no wetlands are present. During dredging, an oil boom with a
draped filter front will be installed at the waterward project limits to prevent turbidity in
the river. Steel sheet pile will provide both bank stabilization and lateral support for the
Rivewalk.
4921.01 1
F
The entire southern canal will be included in the basin. An agreement for
easement, long-term lease, or sale of this 60'-wide strip will be obtained and executed
prior to construction.
Within the marina basin, six dock spines are planned roughly perpendicular to the
shoreline. These docks are referenced as Docks A-F, from south to north respectively. All
proposed permanent slips would be located on these docks. All floating docks in the
basin will be 9'-wide concrete docks with 4'3"-wide concrete floating fingers. Floating
"t"s at the end of Docks A-E will provide transient, side-to slips. The existing, fixed
concrete dock (now used as the Almont terminal) will remain and will be incorporated
into the marina. New 9'-wide and 12'-wide floating docks will be installed around the
fixed dock and will offer transient, side-to slips. The concrete dock will provide nearly
5,000 sq.ft. of public waterfront access.
1
1
C
t

1

fj
1
1
1
Standard marina construction techniques will be incorporated with the usage of
concrete docks and corrosion-resistant fasteners and hardware. The dock system will
provide customary utilities to service individual slips, and connection to municipal water
and sewer service is planned. A dock master's office containing bathrooms will be
located on the northern end of the marina behind the concrete dock. Fuel dispensers will
be located along Dock F in front of the dock master building. A marina operations
manual will provide duel safety and spill clean up procedures, and an emergency shut off
valve will be clearly located on each dispenser. Underground fuel tanks will be located
on land just north of the concrete dock. A portable pump-out or scout boat will be
available, and a permanent pump-out station will be located at Pier F. Contracted removal
service will be used for disposal of the wastewater. A "no overboard discharge" policy
will be established, and signs will be posted indicating this policy.
Proposed excavation areas currently contain warehouses A, B, and C. Removal of
all three warehouses will be required. The warehouses contain asbestos siding and
potentially asbestos roofing. Removal and demolition of the entire buildings is currently
underway.
Upland development will generally consist of the installation of bulkhead
tiebacks, construction of a dock master building and associated parking, construction of
the Riverwalk, water, sewer, and electrical services, and minor landscaping. The
applicant proposes to extend the city's public Riverwalk along the length of the entire
project. Although not yet constructed, the Riverwalk is planned on the adjacent property
to the south. This project would extend the Riverwalk from that location, around the
perimeter of the marina basin and to the northern project limit. The Riverwalk will be
dedicated to the city following construction. A Stormwater Management Plan and a
Sedimentation and Erosion Control Plan will be approved by the state prior to any
construction.
4921.01 REVISED
2
1

ATTACHMENT B
TO

i

DCM FORM -MP-1
Additional Information e. & f.
1 page
s
s

1
1
e
f
ATTACHMENT B - FORM DCM-MP-1
Comment Pate 2 Section - 5. Additional Information_ e. & f.
Tract is maintained in a mowed condition. Except for a narrow Fringe along the southern
side where some herbaceous cover is the only cover type present. (Grass varieties, Smilax,
Andropogodon, and Hydrocotyle etc. A volunteer pocket of Spartina Alterniflora, Spartina,
cyno suroides, & Typha Latifolia. (0.16 acres) has started along the rubble of old slip.
Historic ship slip, old warehouses, old wooden pier and dock and concrete dock. Existing
bulk handling facilities will be phased out during construction.

1

ATTACHMENT C
TO
DCM FORM -MP-1
' Historic Preservation Commission
2 pages
L
1

u

1
1
VV1 G1 GUU`! !nU 11-GU 1111 MUIUMI bnlrrmu PHX NU. 91U 163 9311 P. 02
HISTORIC PRESERVATION COMMISSION
' CI'rY O WILMINGTON
IN PO Box 1810.305 CHESTNUT STREET 910 254 0900
WILMINGTON - NuRrH CARouNA - 28402-18 10 Fax [phone]
' October 20, 2004
Mr. Sidney H. Camden
Almont Shipping
One Hanover Street
' Post Office Box 1726
Wilmington, NC 28402-1726
' RE: Almont Shipping Terminals
VIA: fax [phone] dt first class mail
Dear Sid:
' On October
14, 2004, the Historic Preservation Commission OWC) acted on your notice of
intent to demolish 15 Ahnont Shipping Terminal buildings that are located in the, Wilmington
National Register Historic District pursuant to Section 16-24 of Code of Ordinances for the
City of Wilmington. At that meeting the HPC took the following actions:
A- The HPC found that eleven of the buildings on the Almont Shipping Terminal
property do na have particular historic significance based on the National Register
Criteria for Evaluation and do not contribute to character of the National Register
Historic District; therefore, the HPC waived the 90-day demolition notice period for
these buildings which include:
' (1) Warehouse B, (2) Warehouse D, (3) Warehouse E, (4) Warehouse F, (5) 20
Brunswick Street Office and Showroom; (6) Shop Building - foot of Brunswick Street;
(7) Scale Building - foot of Harnett Street; (8) Metal Shop Building - foot ofHarnett
Street; (9) Metal Shop Employee Changing Room - foot ofHarnett Street; (10)
Concrete Block Bathroom and Electrical Equipment Room - foot of Harnett Street;
and the (11) concrete block Dock Office, - foot ofHarnett Street.
' B_ The HPC concluded that four of the buildings on the Almont Shipping Terminal
property do have historic significance based on the National Register Criteria for
Evaluation and do contribute to the character of the Wilmington National Register
Historic District; therefore, the Wday demoUtioa notice
December 21, 2004, was not waived for the followin gs? which expires on
t; buildings:
' (1) Warehouse A, (2) Warehouse C. (3) small gabled-roof concrete building, and (4)
the 1905 brick warehouse built for Joseph Schad.

u

UUj-zj-jfUU4 InU ii:JU Hn HLnUNi bnlrrtNU PAX NO, 91U (83 9317 P 03
r The HPC strongly encourages Almont Shipping Terminals to salvage or reuse all possible
materials particularly the heavy timbers used to construct the warehouse buildings. The
Commission further requests that IPC staff be given the opportunity to document the
historic structures through the use of black and white photography.
It has been my pleasure to work with you. If you have any questions or need further
' information please call me at 341-3251.
Sin ,
I" --Q eoct"k
Maggie 4 C I
no-r
Historic Preservation Planner
cc- Wayne Clark, Director Of.Devclopmerit Services
Kaye Graybeal, Planning Manager

1

U

1

0

ATTACHMENT D
TO
' DCM FORM -MP-1
City of Wilmington Endorsement
1 page

? j 7.?
r
CITY of WILMINGTON
North Carolina
1739 •`
' P.O. BOX 1810 OFFICE OF THE CITY MANA(
' (910) 341-7
28402 FAX [phone]
' TDO (910) 341-7
Apn18, 2004
' Mr. Donald L. Liverman
Almont Shipping Company
' PO Box 1726
Wilmington, NC 28402-1726
Dear Mr. Liverman:
The City of Wilmington supports and encourages the redevelopment of property
' along the riverfront to enhance and maintain a prosperous downtown economy.
The relocation of Almont is a priority for future redevelopment of the downtown
area. It is identified as an important initiative in our Downtown Vision 2020 Plan
and our economic development master plan. City planning and economic
development resources will be utilized wherever appropriate in partnership with
other interests to facilitate Almont Shipping Company in relocating.
' Currently, the Vision 2020 Plan is being updated to accommodate new
opportunities and challenges in the Downtown area, including the Ahnont
' property. Additionally, the Northside Community Plan addresses redevelopment
of this area of the riverfront as an important element of community development
aiiu rtvitahzanuii. The extension of the Riverwalk from bridge to bridge,
' including the Almont propem, is a City priority.
Your interest in the City of Wilmington and commitment to the relocation of
' Almont Shipping and the future redevelopment of the downtown waterfront is
appreciated. We look forward to working with you.
Sincerely,
eatham
B. Ch
S4te?g
ram Manager
' SBC:rrb

ATTACHMENT E
TO
' DCM FORM -MP-1
DWQ Stormwater Permit
1 page
FEB.24.2005 4:47PM NCDENR WiRO NU.ibe r.c
F VVA T Michael F. Easley, Governor
a 94F William G, Ross, Jr., Secretary
' ? r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 24, 2005
' Mr. Sid Camden, President
Almont Shipping Terminals, Inc.
One Hanover Street
Wilmington, NC 28401
Subject: Stormwater Permit No. SW6 050121
Riverfront Marina
High Density Project
New Hanover County
' Dear Mr. Camden:
The Wilmintr on Regional Office received a complete Stormwater Management Permit
Application Riverfront Marina on February 24, 2005. Staff review of the plans and
specifications has determined that the pmodct, as proposed, will comply with the Stormwater
Regulations set forth in Title 16A NCAC 21-1.1000. We are forwarding Permit No. SW8 050121
dated February 24, 2005, for the construction of the subject project.
' This permit shall be effective from the date of issuance until February 24, 2015, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the nght to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition, .
conforming to Chapter 160B of the North Carolina General Statutes, and filed with the Office of
' Administrative Hearings, P.O.. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Paul Bartlett, or me at [phone].
Sinc
Ed Beck
Acting Regional Supervisor
Surface Water Protection Section
' ENB/ptb: S:\WQSISTORMWATiPERMIT1050121
cc: Mark T. Arcuri, P.E., Criser & Troutman Consulting Engineers
' Tony Roberts, New Hanover County Building Inspections
City of Wilmington Stormwater Services
Beth E. Wetherell, New Hanover County Engineering
Division of Coastal Management
L Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
' North Camiltm Dmfm or Water Queiv 127 Cetdinal0&e E,ge WM Phone (010) 385,1800 Cuet WSvA* 18n4W4748
Wilmington Regktaal Offin W lmingtee. NC 2W" M FAX (TlG) 35M4 Ineemet hb.enr,efale,nc.ys
An Equal Oppor{ufflVAlfifmbeAcW ftlover-SOXRwvdedA0%Pastcara mmPnrar r4hCmlo

n
ATTACHMENT F
TO
DCM FORM -MP-1
Notice to Adjacent Property Owners
2 pages

u
I

u
H

t

February 23, 2005
City of Wilmington
Attn: Mr. Sterling Cheatham
City Manager
PO Box 1810
Wilmington, NC 28402
Mr. Dean Hardwoods
One Cowan Street
Wilmington, NC 28401
PPD, Inc.
Attn: Kim Greene
315 South 17th Street
Wilmington, NC 28412
Re: Riverwalk Marina
Almont Shipping Company
Dear Sir:
Almont Shipping Company is proposing to construct a Marina for small boats on land formerly
owned and occupied by Almont and will extend the City of Wilmington's Riverwalk Project another
2200 feet northward. A copy of the CAMA permit application is enclosed for your information and
review.
' In accordance with the application requirements we are sending herewith a copy of "Adjacent
Riparian Property Owner Notifications/Waiver From". We would appreciate your completion of this
and returning it as soon as possible.
' You have 30 days from receipt of this letter to send any objections to the N.C. Division of
Coastal Management, 127 North Cardinal Drive, Wilmington, NC 28403. If you have no objections to
' the proposed project, please indicate so and return the signed form. Nor response after 30 days
indicates "no objection"/
If you have any questions about the project or process, please call me at Criser Troutman
Tanner Consulting Engineers.
Sincerely,
Charles E. Davis, P.E.
' CED/ggj/4921.01

1

1

1
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
Name of Individual Applying For Permit:
Address of Property:
(Lot or Street -T4r, Street or Road, City & County)
I hereby certify that I own property adjacent to the above-
referenced property. The individual applying for this permit has
described to me as shown on.the attached drawing..the --development
they are proposing. A description or drawing, with dimensions,
should be provided with this letter.
I have no objections to this proposal.
If you have objections to what is being proposed, please write
the Division of Coastal ManaGement, 127 Cardinal Drive Extension,
Wilmington, North Carolina, 28405 or call 910 395-3900 within 10
days of receipt of this notice. No response is considered the
same as no objection if you have been notified by Certified Mail
Signature
Date
Print Name
Telephone Number With Area Code
?EHNF?

¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
P- ?n H-?\
???lol
A. Signature
? Agent
' 10 X ' 11i L ? Addressee
B. Received by (Print 9d Nam Date of Delivery,-
\- 16 ?
D. Is delivery address different from item 1? ? Yes
if YES, enter delivery address below: ? No
3. Service Type
C Certified Mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(Transfer from service label)
PS Form 3811, August 2001 Domestic Return Receipt
CERTIFIED MQILTM RECEIF
Pdmesft Mall OW,, Mo fasurance Coveral
2ACPRI-03-P-4081
tr -
ru
Portages
39
ru
0
Certified Fee ,

D
0 Retum Receipt Fee I
(Endorsement P,equirsd) S
`? Postmark
He
Re
stricted Dalivery Fee *
(Endorsement Required)

Toia! Postare & Fge9" . j
u1
Q
O giant
D-- 1
'?_ `
-- G
-St----------------------------- p? zrP
D n _
--
S --------------- -------------+
i
C
G ? ?
------- --- ------- -- --------------
4'e"(p} ---C'------
---
- at i
I?G aG / I

¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Uyl -f-
AC-
315 S- l? St
L,D" 1N,,t,?514 Jkj L ??yea
A. Signature
X ? Agent
? Addre
B. Recee/d by Printed Name) C. Date of Del
D. Is delivery address different from item 1? ? Yes
if YES, enter delivery address below: ? No
3. Service Type
ertified Mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(Transfer from service label)
PS Form 3811, August 2001 Domestic Return Receipt
CERTIFIED MAIL. RECEIF
(LJomestic MWI On1 No Insurance Coveral
i
ru
CO Postage 3
C3 Certified Foe
° Postmark
I= Return Receipt Fee i 1 y? i N
(Endorsement Recuired) f /
° Restricted Ceiivery Fee (?_? )r
-0 (Endorsement Required)
Total °ostage S Fees ?. UU
ul
C:] Sent To
? SirEet, Apt. Alo.; j---""•'-
or PO Box No. 3' Cj S, l t'` S?
City, Stata.,:IP+4
a it
ADC
2ACPRI-03-P-4081
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
d? 1.51 ?6?•n? ?ePe???,
?.a, ??? fd16
?r 8z??a
? Agent
? Addressee
B. Received by (Printed Name) C. D to of Deli.W.*.
D. Is delivery address different from item 1? ? Yes
if YES, enter delivery address below: ? No
3. Service Type
15<e-rtified Mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(Transfer from service label)
PS Form 3811, August 2001 Domestic Return Receipt
CERTIFIED MAIL, RECEIP
(17amesft Mail Only; No Insurance Caves)
2ACPRI-03-P-4081
i
?

CO Postage 3.95
r„
O
Certified Fee
. 30
0
i]
Return Receipt Fee
(Endorsement Required) Postmark
0
...0 Restricted Delivery Fee ,
(Endorsement Required) i
?

Total Postage & Fees
?f7
p
o Sent 7
erl'A Cl,eA+LwM -C,?- crF (??1w,.
..
----------------------- -------- ------
--
-

N
freer. Apr. No.; p
or PO Box No. CJh 01 -
--
-------_----
°.I --------------------------
Cihj, State, Z•rP+d
JM? n'
??-o? ?c ------------0- -----------------

a8 a

1
1

ATTACHMENT G
DCM FORM -MP-1
ENVIROMENTAL ASSESSMENT
32 pages
Previously Submitted Separately
H

1
1

0

u

n
ATTACHMENT H
' DCM FORM -MP-1
DEED OF ALMONTS PROPERTY OWNERSHIP'S
25 pages
11

11
n
n
n
n
MARSHALL, WILLIAms & GORHA7v[, L.L.P.
ALAN A. MARSHALL, (1908-1979)
LONNIE B. WILI JAMS
A. DUMAY GORHAM, JR.
JERRY C. WOODELL
WILLIAM ROBERT CHERRY, JR.
RONALD H. WOODRUFF'
LONNIE B. WILLIAMS, JR.
CHARLES D. MEIER
JOHN L. COBLE
F. MURPHY AVERITT IH
'BOARD CERTIFIED SPECIALIST IN
WORKERS' COMPENSATION LAW
ATTORNEYS AT LAW
wII,MINGTON. NORTH CAROLINA
MAILING ADDRESS
P.O. DRAWER 2088
WILMINGTON, N.C.
28402-2088
January 4, 2005
Mr. Bud Davis
Criser & Troutman Consulting Engineers
P. O. Box 3727
Wilmington, North Carolina 28406
Re: Almont Shipping Company
Our File No.: 082327(006)
TELEPHONE [phone]
FACSIMILE [phone]
www.mwglaw.com
OFFICES
14 SOUTH FIFTH STREET
WILMINGTON, N.C.
28401-45-39
E-MAIL-
[e-mail]
Dear Bud:
You requested copies of the deeds by which Almont Shipping Company acquired title to
the parcels located essentially along the riverfront and west of Nutt Street in downtown
Wilmington.
In regard to this matter, we enclose herewith the following items:
(1) Deed from Redevelopment Commission of the City of Wilmington to Stevedores,
Inc., dated March 11, 1971, and recorded March 11, 1971, in Book 903, Page 664,
in the New Hanover County Registry (copy),
(2) Deed from Seaboard Air Line Railroad Company to Shipside Terminals, Inc.,
N dated April 17, 1966, and recorded April 29, 1966, in Book 788, Page 103, in the
New Hanover County Registry (copy);
(3) Deed from Seaboard Air Line Railroad Company to Heide Warehouse Company,
' dated December 16, 1958, and recorded December 29, 1958, in Book 633, Page
14, in the New Hanover County Registry (copy);
(4) Deed from Seaboard Air Line Railroad Company to Heide Warehouse Company,
dated March 26, 1962, and recorded April 3, 1962, in Book 710, Page 31, in the
New Hanover County Registry (copy);
(5) Deed from David Maybank, Jr. et als to Almont Shipping Company, dated May 9,
' 1975, and recorded May 15, 1975, in Book 1030, Page 878, in the New Hanover
County Registry (copy); and
(6) Deed from Dillard Paper Company of Greensboro, N. C. to Shipside Terminals,
Inc., dated February 22, 1966, and recorded February 23, 1966, in Book 766, Page
479, in the New Hanover County Registry (copy).

Mr. Bud Davis
January 4, 2005
Page 2 of 2
As we have discussed, most of these conveyances went to corporations that later merged
into Almont Shipping Company. Should you need copies of the relevant corporate documents
reflecting those mergers, please let me know.
Thank you very much for your kind cooperation and assistance.
Sincerely yours,
MARSHALL, WILLIAMS & GORHAM, LLP
Lon e B. Williams, Jr.
cc: Almont Shipping Company

u
1
1
1
1
1
1
1

U
AMUTTED TO RECORD
acox 903 mE 664
I,,n II 14 sa RN'11
STATE OF NORTH CAROLINA,
WpRRAt?Ty;p1:gyp:; 11
COUNTY OF NEW HANOVER. - " ' l"AI'
ii..: tCO.. tl. C.
THIS DEED, made this 11th day of March, 1971, by and between REDEVELOP-
MENT COMMISSION OF THE CITY OF WIIMINGTON, a corporation of New Hanover
County and State of North Carolina, hereinafter called "GRANTOR', and
STEVEDORES, INC., a North Carolina corporation with its principal place of
business in Wilmington, New Hanover County, North Carolina, hereinafter
referred to as "GRANTEE";
W I T NE S S E T H
THAT WHEREAS, the hereinafter described property was acquired pursuant
to the Redevelopment Plan for the Waterfront Urban Renewal Area by the
GRANTOR and was duly advertised for sale in accordance with law, and bids
were 'received therefor on February 26, 1971, and the GRANTEE offered the
highest bid, which said bid was accepted by the GRANTOR and approved by
the City Council of the City of Wilmington, North Carolina, by Resolution
duly enacted March 8, 1971;
NOW, THEREFORE, THIS INDENTURE WITNESSETH:
That the GRANTOR, for and in consideration of the sum of SEVENTY-EIGHT
THOUSAND FIVE HUNDRED AND NO/100 ($78,500.00) DOLLARS, and other good and
valuable considerations to it in hand paid by the GRANTEE, the receipt whereof
is hereby acknowledged, has given, granted, bargained, sold and conveyed,
and by these presents does give, grant, bargain, sell, convey and confirm
unto the GRANTEE, its, successors and assigns, premises in Wilmington Township,
New Hanover County, North Carolina, described as follows:
BEGINNING at a point in the western line of North Front Street
as shown by the official Plan of the City of Wilmington, prepared
by James & Brown in 18702 said point located North 6 deg. 10 min.
15 sec. West 132.0 feet as measured with said western line from
its intersection with the northern line of Harnett Street; running
thence from said Beginning with said western line of Front Street
North 6 deg. 10 min. 15 sec. West 134.51 feet to a point; thence
continuing with said western line North 2 deg. 42 min. 45 sec. East
379.34 feet to a point at its intersection with a curve having a
radius of 62.5 feet, with the radius point of said curve located
North 51 deg. 00 min. 45 sec. West 60.93 feet and South 33 deg. 59
min. 15 sec. West 29.5 feet from the intersection of the centerline
? ? 3

C

1
[1
1

1

i
1
1

Boor. 903 Poe 665
- 2 -
of Front and Cowan Streets (last-said point located South 2
deg. 42 min. 45 sec. West 24.96 feet as measured with the
western line of Front Street from its intersection with the
southern line of Cowan Street); thence with said curve
westwardly and northwardly 170 feet more or less to a point
in the southern line of Cowan Street (last said point located
North 51 deg. 00 min. 45 sec. West 105.51 feet as measured
with said southern line of Cowan Street from its intersection
with the western line of Front Street); running thence with
said southern line of Cowan Street North 51 deg. 00 min. 45
sec. West 227.68 feet to a point; thence North 38 deg. 59 min.
15 sec. East 33.0 feet to a point in the centerline of Cowan
Street; thence with said centerline North 51 deg. 00 min. 15
sec. West 126.81 feet to a point in the new eastern harbor
line of the Northeast Cape Fear River; thence with said harbor
line South 14 deg. 19 min. West 1083.98 feet to the Northern
line of Harnett Street; thence with said northern line North
83 deg. 49 min. 15 sec. East 458.22 feet to a point; thence
North 26 deg. 41 min. 15 sec. East 157.1 feet to a point; thence
North 83 deg. 49 min. 15 sec. East 75.0 feet to the point of
BEGINNING, the same being all of Parcel 122 of the Waterfront
Urban Renewal Area containing 391,079.7 square feet or 8.98
acres.
This property shall be conveyed subject to 1971 City and
County ad valorem taxes which GRANTEE hereby agrees to assume
and pay, and subject to three (3) utility easements to the
City of Wilmington, North Carolina and subject to any and all
easements or rights-of-way as provided in the Redevelopment
Plan as amended.
GRANTEE agrees that it, its successors and assigns, will use, improve,
and devote the property conveyed to and only to the uses herein specified and
in accordance with the Regulations and Controls heretofore recorded in Book
769, Page 494, in the Office of the Register of Deeds of New Hanover County;
that it will not execute any agreement, lease, conveyance, or other instrument
whereby it attempts to relieve said property or any part hereof from said con-
ditions and restrictions.
The GRANTEE and all subsequent purchasers, shall be obligated to comply
with all State and local laws, in effect from time to time, prohibiting dis-
crimination or segregation by reason of race, religion, color, or national
origin, in the sale, lease, or occupancy of the property, the same being
attached to and running with the land, and shall be binding upon the GRANTEE
and every successor in interest to the property.
In addition to the foregoing, this property is being conveyed by
GRANTOR to GRANTEE in accordance with a certain contract between the parties
hereto executed by GRANTEE the 26th day of February, 1971, executed by GRA.1TOR
1

:
WK 303 exi X56
-S -
and approved by City Council of the City of Wilmington, North Carolina, March
8, 1971, which said contract requires GRANTEE to complete certain construction
and improvements on said property in accordance with the Redevelopment Plan
being carried out by GRANTOR. None of the provisions of the above mentioned
contract are intended to or shall be merged by reason of this deed transferring
title to the property from the agency to the redeveloper or any successor in
interest, and this deed shall not be deemed to affect or impair the provisions
and covenants of said agreement.
The GRANTEE agrees that the land herein conveyed, or any part of same
shall not be sold, conveyed, pledged, or assigned, or in any way transferred
or encumbered or mortgaged and that no liens shall be filed or attached
against it prior to completion of said improvements; provided, however, this
prohibition and covenant shall not operate so as to prohibit GRANTEE from
obtaining funds and financing in order to complete said improvements and con'-
struction. Intheevent construction financing is obtained, and mortgage and/or
deeds of trust are necessary, GRANTOR agrees, upon satisfaction to it that the
funds acquired by mortgage or deed of trust shall be used for the construction
and improvements, to issue such further assurance to mortgage lender, with
respect to the property herein conveyed, as may be necessary to provide security
for said loan.
In the event of a default by GRANTEE under any mortgage financing
or deed of trust, and should title and/or possession of said property pass to
a mortgagee, trustee, or other holder, nothing in this deed shall be construed
to place any obligation or privilege on said holder to comply with any of the
terms herein, or to complete said construction; provided nothing shall prevent
the GRANTOR and holder from entering into a new agreement upon suchterms and
conditions as may be agreed upon.
GRANTOR agrees that when the terms and conditions of said contract
have been fulfilled, and the construction and improvement of said land com-
pleted according to the terms of said contract, it will furnish GRANTEE with
an appropriate instrument certifying to such fact, in form sufficient for
recording in the office of the Register of Deeds of New Hanover County, and
0.4

u
BOOK 903 pw 667
.4.
Such certification by the commission shall be constructive determination that
all matters required by said contract have been completed, and all subse-
quent purchasers shall be entitled to rely thereon.
In the event of any default, failure, violation or other action or
inaction by the GRANTEE specified in Section 704 of the document entitled
"Terms and Conditions, Part 11 of Contract for Sale of Land for Private
Redevelopment", by and between the parties hereto, dated February 26, 1971,
or failure on the part of GRANTEE to remedy in or abrogate such default,
--ilure, violation, or other action or inaction within the period set forth
in said Section 704, GRANTOR at its option, may declare a termination in
favor of GRANTOR of the title and of all the rights and interest in and to
the property conveyed herein and said property shall revert to GRANTOR,
subject, however, to all the rights and conditions of said Section 704;
TO HAVE AND TO HOIA the above described premises, with all the
appurtenances thereunto belonging, or in anywise appertaining, unto the
GRANTEE, its successors and assigns, FOREVER.
And the GRANTOR covenants that it is seised of said premises in
fee, and has the right to convey the same in fee simple; that said premises
are free from encumbrances (with the exceptions hereinbefore stated, if any);
and that it will warrant and defend the title to the same against the lawful
- - claims of all persons whomsoever.
When reference is made to the GRANTOR or GRANTEE, the singular shall
include the plural, and the masculine shall include the feminine or the neuter.
IN WITNESS WHEREOF, the GRANTOR has caused this instrument to be
executed in its corporate name by its Chairman, attested by its Secretary, and
;.••,? ? ?...; seal to be hereto affixed, all pursuant to proper Resolution of the GRANTOR
?!p JS G:.A'tA

C.c
1 av??
REDEVELOPMENT COMMISSION OF THE CITY OF
CT5 '?f: WILMINGTON
BY:
R. K. CREIGHrON, ecretary oha H. Fox, Chairman
(CORPORATE SEAL)

1
1
1
STATE OF NORTH CAROLINA,
COUNTY OF NEV HANOVER.
T 7'
a Notary Public, do hereby
certify that R. K. CREIGHTON, personally came before me this day and acknow-
ledged that he is Secretary of REDEVELOPMENT COMMISSION OF THE CITY OF
WILMINGTON, and that by authority duly given and as the act of the corporation,
the iGse5ing instrument was signed in its name by its Chairman, sealed with
its corporate seal, and attested by himself as its Secretary.
WITNESS my hand and notarial seal, this the ?? =t day of March, 1971.
NOTARY PUBLIC
cdpbaiesion expires: 3l/tl!s
• :::•; 'b_.. ?. yam' O:
STATE OF NORTH CAROLINA, Now Hmorcr Corny
The Ffteping C-Une.lo ?r____j{g?pq_?._AobS?n891ta_Kot?ry_Publie
__---------------------------------------------------- -______________. Ir ecrURM I. be correct.
• Thle the_ llth.... doy a_,___ lal'.II}L__ A. D., 19 _'„U__
Lola . I.eitgy, R tiler of D Nr. I
------------------- - ---------
D _
?r
Received and Recorded
March 11, 1971 at D:
Reylster of Daeds

I I

I

le
boos 788 >Ac_ 103
LD 60284 T1113 D", Made this / //"4' day of 1966, between
ssh Seaboard Air Line Railroad Company, a corporation duly created and existing
3-16-66 pursuant to and by virtue of the laws of the Commonwealth of Virginia,
hereinafter called "Grantor"; and Shipside Torminals, Inc., a corporation
duly created and existing pursuant to and by virtue of the laws of the State
of North Carolina, hereinafter called "Grantee"; and in the exacution and
delivery of which the undersigned Hercantile-Safe Deposit and Trust Company,
as successor Corporate Trustee, and C. E. Heinmuller, as successor
Individual Trustee, under the First Mortgage of Seaboard Air Lino Railroad
Company, join for the purpbse horeinafter stated;
If I T N E S S E T Ht
That for and in consideration of the star of Forty Thousand Dollers
($40,000.00) and other rood and valuable considerations to it in hard paid
by the Grantee, the receipt whereof is hereby acknowledged, the Grwitor has
granted, bargained, sold and conveyed, and does by these presents grant, j
bargain, sell and convey, unto the Grantee, its successors and assic;rs, in
fee simple forever, all that certain piece or parcel of land, with the
trackage thereon and the riparian rights thereunto appertaining, in the
City of Wilminrton, Now Han.ovor County, North Carolina, more particularly
described as followai j
i
Beginning; at a point in the southern lino of Harnett Street
that is south 84 degrees 23 minutes west 15.5 feet from a point i
where the southern lino of Harott Street is intersected by the
western line of Nutt Street (30 foot right of way); running
thence from said bcginning point south 5 degrees 37 minutes east
and parallel with Nutt Street 260.99 feet to a point that is
north 5 degrees 37 minutes must 532.01 feet from the northern line
of Brunswick Street; thence south 84 degrees 23 minutes west and
parallel with Harnett Street 143.18 foot; thence south 75 degrees
04 minutes west along, the northern edee of Slip "B" 445 feet,
more or less, to the eastern Harbor Line of the Cape Fear River;
thence north 7 degrees 53 minutes 47 seconds east along said
Harbor Line 341 feet, none or less, to its intersection with the
southern line of Harnett Street; thence north 84 dogrecs 23
minutes east along the southern line of Harnett Street 504 feet,
more or less, to the point of beginning; the sax being a portion
of Block 268 accord:'ng to the official plan or map of the City of
Wilmington, N. C.,said piece of land boing substantially located
as shown on print of survey dated February, 1966, prepared by
H. M. Loughlin, Registered Surveyor, attached hereto and made a
part hereof.
CGETHER with all and singular the tenements, hereditanents and
appurtenances thereto bolonging and also all the estate, right, title,
interest, property, claim and demand whatsoever, as well at law as in
equity of the Grantor of, in and to the same with the appurtenances.

f

1

I

u

8001 788 FAG! 10 i
-2-
LD 602% TO HAVE AM TO HOLD the said property unto the Grantee, its successors
ash and assigns, in fee simple forever; SUe..JECP, H0:7EVER, to the rights of
3-16-66 Carolina Power and Light Company with respect to the power linos located
on said land as shown on said attached print of survey.
Except as to the matters referred to in the proeedirg paragraph-and to
that portion of the above-described land lying between the high water mark
of the Cape Fear River and the Harbor Lino, the Grantor fully warrants title
to the abovo-described land and track and will defend the emce against the
lawful claims of all persons xhaasoever:
The property above described is heroin conveyed freed of and discharg-
ed from the lion of the First Mortgage of Grantor to Rercantile Trust
Company of Baltimore and Kolson H. Stritehoff, as Trustees, dated January 1,
1946, as supplemented by that certain First Supplemental Indenture dated
March 30, 1950, affecting only properties in Dade County, Florida, theroin
described, and as supplemented and modified by those, certain Second and
Third Supplemental Indentures dated Kz 1, 1950, and December 1, 1963,
respectively, and said I•.ercantile-Safe Deposit and Trust Company and
C. E. Heirrauller, as the present successor Corporate and Individual Trustees,
respectively, under said First D:ortga_-o, as so supplemented and modified,
by ?oiring in the execution and delivery of this deed hereby release and
discharge the land horcinabove described fron the lien of said First
D:ortgage, pursuant to Scction 1 of Article Twelve thereof.
III TESTID=Y 4M-REOF, Grantor and I:orcantile-Safe Deposit and Trust
Company, as such successor Corporate Trustee, have caused this deed to be
duly sipped and sealed, and C. E, 11einauller, as such successor Individual
Trustee, has hereunto set his hand and seal, all as of the day and year
'first above written.
` `„ a;Attest: We0koh RAILROAD C(HPAIY,
By_ tQ t,
cis Sccrcy Vice President.
e
Signed, sealed and delivered
by Seaboard Air Lino Railroad
Compan? , I presence of:
J S/'

1
-3-

Jboot 738 ?.u; 105
Aseiatant ecratary
Signed, sealed and delivered
by 11orcantilo-Safe Doposit
and Trust Company, as
successor Corporate Truatoo,
in the p:osence oft
Signed, sealed and delivered
by C. E. Reinmuller, as
successor Individual Trustee,
in the presence of:

i
mCANTILF.-4m miwiT AND TRUST
CCtPANY, as successor Corporate
Trustee under Seaboard Air Line
Railroad ComparW First Mortgage,
dated as of nary 2, 1945, ae f
eugplemente m ied,
LD 60284 Attests
ash
3-16-66

Y
Ij q 0 )
Vice President.
S6AL)
s successor Individual Trustee
under Seaboard Air Line Railroad
Company First Yortgage, dated as
of January 1, 1946, as supplement-
ed and modified.
4
i I
1
•-J

i

1
1
1
1
1
1
1
1

r t ` cool 788 ?ACE IN
i
-4- N. C. -3Ai-C01d'.
ID 60284 3TATS Or Ylliahmm,
t ssh r
3-1 6 CI1'f of Riamm. )
This is to certify that on the ?%7N day of *"-;e
,
19 66, before me personally came
W. V. Un-°"_n with whore I em
personally aevAinted, who, being by me duly sworn, says that he is the
i
i Vice President, and E. L. Lash, Jr. is the ----- 9eoretar7 of
i
Seaboard Air Line Railroad Company, the corporation described in, end which
executed the foregoing instrumentl that he knows the common Beal of said
corporation; that the coal affixed to the foregoing instrument is said common
seal, and the n=or of the corporation was subscribed thereto by the said
Vice President, and that said Vice President and ----- 3eoretary
t! subscribed their mmes thereto, and said common seal was affixed, all by order
of the Board of Directors of said corporation, and that the said instrument
is the act and deed of said corporation.
1
wzcness v 'tend -.d officisl seal, Lhis the 1,,1711 day of
, 1966 .
Notary
My ooMiasion eXPires AUG 1S ? •. r
f

1
1

1
1
1
1

1
1
to 788 ?Aa 107
M. C. CORP.
- i -
STATE OF HARYLAND, )
M W2,34
ash =
3-16-66 CITY OF BALTIHORE, )
This is to certify that on the .^1 n V day of 196 6 ,
before me personally cane J. A. Huth , with whoa `I as personally
acquainted, who, being by me duly sworn, says that he Is the V I
President, and Ao E Henri is the a4eAe- Secretary, of
MCAWPM-SAF& DEPOSIT AND TRUST O0HPAHY, as successor Corporate Trustee
under Seaboard Air Line Railroad CompW First Mortgage dated as of
January 1, 1946, as supplemented and modified, the corporation described in,
and which executed the foregoing instrument{ that he knows the common Beal
of said corporations that the seal affixed to the forugoing instrument is
said common seal, and that the now of the said corporation was subscribed
thereto by the said Y ?i President, end that said V.GCt President
and Ctddt4.74nl• Secretary subscribed their nsmes thereto, and said ccwson
seal wan affixed, all by order of the Board of Directors of said
corporation, and that the said instrument is the act and doed of said
corporation.
WITNESS shy hand and official seal, this the day of
1966.
/'Notsry Public.
Bertha G. tv ter
Hy Commission Padres 2-l-"7
•....
c:
vE ` ..- C
?i
?.'i ? ..... ,.... .
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
. J
VU 789 ?A-',t 108
9-24-63
N. C. Individual
.b..
ID 60284 STATE OF MARYLAND )
sah t
3-16-66 CITY OF BALTIY E. )
Notary Public in and for the
City of Baltimore, in the State aforesaid, do hereby certify that C. E.
Heismuner, as successor Individual Trustee under Seaboard Air Line Railroad
Company First Mortgage dated an of January 1, 1946, as supplemented and
modified, personally appeared before me this day and acknowledged the due
execution of the annexed instrument.
YRTNESS my hand and official seal this )-Is/ day of ?Itt?
1966.
C
Notary Public.
Bertha G. A v cr
_ My Cormission Expires 7 - l-1 7
STATE OF NORTH CAROLINA
Nrtl Htuwnr Count?
The F egoing CertlfkatSot_
C'°'t;yud!(ed to be correct. Let thr ht.trn-
mmt .riW the Certifi-ta be -ordeL
Tld, J- dar o 1g?? `, U
Cluk Snyerior Court
i
i
Reeaived ant Recorded
APR 211966
'
Aerter( .W- Register of Deeds

I M I'll
11145anor C. Wright, And Acknowledged Lhe dun oxerntlon of the forenoing atilt Annexed irist.rnmont r-or
,:nd on bohalr of Eleanor G. Wright, And furthor the said Thomas It. Wright, Jr. Aid stat.o that tho
power of attovnry nneler which he is neting is duly recorded In Lien Refrtatry of Hex Hanover County,
'S Late of North Carolina, In (look 511 at. Paler 29, and that this drod Is mndo pursuant to Lbr auth-
' ?nrlty given in Cho 'Power of Attorney above set forth,
Wit.noss my hand and notarial seal this 9th day or September, 1958.
Notarial Seal J.W. John9nn, .Ir.
My comm. e.xptres Oct. 22, 1959. Notary 19tblAu.
STATE OF NORTH CAROLINA
' NF.W IIA\OVF.R C.OIINTY
'Mir. rorrg_otng cert:iflcates of J.W, Johnson, Notary i,etblic of New Iiarlover County, are ad,irldged
to bo correct.. Let. Lhe instrnment with the certificates be recorded.
This kho 18 day of Dre. 1955.
Wirl A. nrown, Deputy
Clock Superior Convt.
Reeni.vrd and recorded the 18th day of
Dec. 1958 at 3-2S P.M. and vorifird.
V 4`r
2
,
----- of -----.
-•
-
ssh
12-12-i8
SEABOARD AIR I.1YG RAILROAD Co. .i.U (i112ga
TO 79115 111tH, Made Lhis 16th tiny or December, 1954,
• I11;101i WARLIIOPSF. CO. betweeO Seaboard Air Line- Railroad Company, A corporation
. Uf-.ICU eh+ly ervatetl and ,xIst.ing plll•"Itant to and by VIrt.oe of
' -`--------------------`----------•-' the laws Of Lhe Cometomwealttt or \'ireinta, hrreinaft.er call-
ed "Cracllor"t anti Rnlde Warrhollne Company, a corporation tinly created And existin", pursuant to
-,tell by virtnr of Lhc laws of the Slate of North Carolina, liereinaf Ler called "Grante.e11g and in
L111` rxl•c.lit!an and dt`lit'l`ry of which Lite nrldrr.cir;ned Mercantile-Safe Deposit arttl Tr11st Company,
as snree•ssor Corporate rrosl.ur, .11141 V. Ldmlllid SntLon, As tenere9sor IndiYidn.al TrnsLee, nlnler Lhr
Fit-9t. ?torl.aa!,n, of Seaboard Air Lille Railrnad Company, Join ror t.lle: pltrpo9e herein:lrter SLat.ld;
W I T N V S: G 1' 11 :_
Thal. for and in cansidrrat_ino of the it, OI' '1'.•n Dollars ($IO.00) and other hood and tainable

' considerations to it in hand paid by the Crantee, the receipt iPilercor is hereby acknowledged,
Lhc Grantor has -ri-anCed, hart;ained, sold And conveyed, and tors by Lfirsl• prese;Its I-1•ant, bargaitl,
sell and -.Onvev lento tAly (:ranter, ite snecessnrs and assigns, all that certain tract Of land,
toget.l)vl• with (.Ito improvemvills Ll ..•rrnn, :nld the riparinn righ LS Lhrrenni.o appe•rt.ainln„ in the
City of WilnintlCon, Yew lianover Connt.y, North Carolina, more- parLienlarly elrscrihcd as folltn<s:
ne;;lnnink At a point, in the sont.herly line, or Ilr+n{swick Street distant. 100 fret, as etrasnred
north `;4 degrrec 23 mititltes -,wst.. from Lhe sonthwe•Rt. corder` or Nntt Street and hennswiel( Stroet.;
t hence, 9011 (.lt 5 flecees 37 ninnt.eS t•atit., parallel with the west.e`t•ly fill(- of Nllt.L Street. for .1
dist.,atirr of 2tA.0 fee,('. to a I)ipe in the southerly, liar of I.of. I, illock 259, According to t
Official 111.411 of said City; Herne,- south 14 degroes 23 minutes wrsL alone Lite Sotl Llierly lisle of
said Lot. .1, Block ZSA, for a distanrr nr 6SI feet, mol't` or It•CR, LO an intri•se•clion with t.l.t•
llarbor 1 it)" of the Car(- I'var River; Lhenre north 7 ttrgp•res 53 minutr.s 47 seconds -ast. Along said
Harbor Line for a distance of i')n feet, mom Or Irss, to an interserl ion with the nort.h.n•ly (-Jac
Of Stip "1thence north ii drgrvt•s 04 minutes oast, along lh., northerly edge of said ;flip "Bit.
for A distance of 44S for`l, more or less, to l.he nnrl.ht•nsL corn(-(- of said Slip "{1e', said point.
Lein!t located ISS.6S feet e,est.rrly, m.•ate.reel if. 1•i;;ht ankles, from Lhr westerly line- or Nntt
Street.; thence south 3,degrecs 32 minutes east- for a distance of 532.311 ferL to a plpe located
in Lhr northerly title or Drunsteick Street at. n point distant 1;5,0 Irrl., ns measured south 84
dc•l;rrvs 23 ninutrs went. from the northwest corner of \nlt. Slrrrt and I1(91119WICk Street; thence
so:ltii j -lei,1ros 37 minntt•s east. file n distant o of 66.0 fel-L to a pipe located {n the son(.herl}•
line of Arons.ick 3tre•rt; thenee north S4 degrees 23 minutes e•nst along; the southerly line of
Drnnswirk Street for A dill-aver of 75.0 reef to Lite point. of beginning, as shown On print of

' snrvvy dated Orcrmbrr,leljS, entitled "Sln•voy of Terminal Tract. Portions of Blocks 259, 274 and
2$8e1, prepared by It.. M. Loughlin, Registered Land Survet•or, Wilmington, North Carolina, ,LLavhvd
horvlo and made, a part hereof,
SA\'.I NC A*.%I) i:SCI!PT1NG, IItr.1'li\'F.R, Lhc appeoNimat.ely 135 feet. or track loratvd approx imatc)y as
shown colored in Rill oil said print or survey and RESERVING Itll l-o Lite Cram or, its 511C<:1`9301.9 R11d
assigns, t.hr necessary right of way And casement for thr Operation and naintonance thvrrof.
Tit,,^,I; THER with all and singular for tenements, horrdilant•nts and appurtenances tht`ro Lo bciong-
in, and Also all the ,.,taLt•, right, title, interest, property, claim cnld demand vhatsor"I.I•, As
well At. law As in rtlniLy of tl.e (.rant.or of, fn and to file same with the apparle•nanct•s.

' 1*0 IL\PI: A,;I) TO 11011) Lbr saict premises onto th.• Grant.re, its ijucces ors and assigns rorcver;
Sl'BJUT, HOWEVER, (a) to Llee rights of any and all persons nsing or occnpyin;, said property and
(b) to lhr• aforesaid Bx(:urriox ant! RfSlili\'AT10S.
Lxccpt, as to the mat.Lers mentioned fn the preceding paragraph and to that portion of Lhe
above-described land, including the i.nl:rovvmvnts thereon, lying betwe•rn the high water mark of
- Lhr. Cape Fear Rivet, And the Itarbor Line, the Grantor fully warrants title to Use above.=described
' property and will defend the same from and agalnit thr claims or all prrsons whomsoever,
The properly above dcsevibed is herein conveyed frerd or and dischargrd from the lien of the,
First Mortgage or Grantor to ylel'CAntile Trust Company of BalLinlore and Nelson 11•StriLeilnff, is
Trustrrs, dated Jannary 1, 19.16, as snpplemerlt.ed by that certain First Supplemental Indenture
-dated March 30, 1950, afrecting only properties in Dade Contlty, Florida, therein described, and
as supplemented and nodiried by that certain Second Snpplement:al Ineicnlnre dated May 1, 19$0, and
said ylerenntile-Safi Deposit and Trust Company and V. Edmund Sutton, As Lhc present successor
Corporate and Individual Trustees, respectively, under said First Mortgage, no so supplementrd
and modified, fly joining; ill the execution and (Irlivery of this (Iced hcrel)y rr.lease and discharge
l.he property, h.l r•r inabO VC described from the lien of said First Mortgarr, pursuant, to Section 1
of Article rwelve thervof.
IN 'rF.STiyto\Y H911iRtnr, Grantor and Mercantile-Sure Ilrpo.nit and Trust Company-, as snch enccessor
1

k

I
w

is
(j
Corporate. TrusLee, have caused Lhis doed to he thuly signed milt coaled, anti F. Edmund Sutton, as
such snccnasor lndlvidual TrttsLre, hna hnrnntiLn sat his hand and seal, all as of the day and
year first. Alin ve written.
Corporate Sent SEABOARD ATR LINE RAILROAD COMPANY,
ALtestt Dy- I., L. Kniallt
Secretary, Vine President.
Sinned, snAled And delivered
?by Senhoard Ali- Halt Raileond
'Company, in Lite presence oft
C. 1-Wilkerson
l., R. Botard, Jr.
CoporAto Seal
' Attest: J.ti, llenrv
Assistant SeereLnry.
Stgond, seated and delivered
by Mercantlle-Safe Deposit anti
Trust Company, As anecessor Corpor-
aCe Trnstrr., in the presence of:
_ E. F. Conway
.I.J. Ihnl any 7
Si:,ned, scaled and delivered by
F. Edmund SuLtoo, ns sneCossor
Tndividonl Tritst,!e, Lit tile
prrsencr or..
E. F. Conway
J. J. Delanv ?
U.S. /IOC. SlAmps $264,00
MERCANTILE-SAFE. DEPOSIT AND TRUST COMPANY,
as anecessor Corporate Trustee under
Seaboard it line Railroad Company First
Mortgage, dated as of January 1, 1946, as
supplemrtitrd and modified,
Ily- _ Owen Daly 11
Vice President
F. Edmund Sutton (Seal)
As successor Individual Trustee nailer
Seaboard Air Lino. Railroad Compnny
First. Rortt,
,nge, dated as of January
1, 1946, As supplemented .11141 modified,
8-19-58
N.C. - SAL - CORP.
STALE OF VlRGTNTA ;
CITY OF RTCIDIOND :
This is to certify that. oil Lite 16th day of December, 1958, before me personally came L.i..
Knight, with whom T am personally acquainted, who, bean; by me duly sworn, says that he is Lite
Vier President, And E. L. LASh, Jr. IS the Secretary of Senhnard Air I.ine Railroad Company, the
corporation described in, And which execrated the fm•erroing instrument; that he knows the common
seal of said corporation; that. the seal nffixed to the foregoing instrument la s+ild common seal,
and the name of the. corporation was subscribed thereto by the said Vice President, and that said
Vice President And Secretary subscr ibed their names thereto, and said common seal was affixed,
all by order of the Board of Directors of said corrorat.ion, and that the said instrument, is Lite
acL mad lived of said corporation.
Witness ny hand and official seal, this the 160h tiny of December, 19SS.
Notarial Scat J. D. ChApmnn
My comm. expires Sept. 9, 1962. Notary Pill)] ic.
11-1;2-57
STATE OF MARYLAND S. C. CORP.
CITY OF DALTIMORE
This is to certify i.hat on the 1701 tiny of December, 1955, before no personally came. Owen
Daly, 11, with whom 1 am personally acquainted, who, being by me duly sworn, says that hp is Lite
Vice-President, Anti J. H. Henry is the Assistant SocreLAry, of Mercantile-Safe Deposit anti Trust
Company, as successor Corpornt.e Trustee under Seaboard Air Line Railroad Company First, Mortgage
dated as of January 1, 1946, as supplemtutted in(] modified, the corporation described In and which
executed Lhe foregoing instrument; that he knows the common seal of salt[ corporation; that Lite
srnl Affixed t.o the foregoing instrument is said common seal, and that the name of the said
corporation was suhscribed thereto by the said Vice-President, and that said Vice-President and
.lssisLanL Secretary subscribed their names thereto, and said common seal was nffixed, All by
order of Lite hoard or Directors of said corporation, And that the said instrument is the act and.
deed of said corporation.
Witness my hand and official seal, this the 17th day of December, 1958.
Notarial Scat Dorothy E, Scharf
`Y come. expires S/4/59 Notary Public.
9-19-58 N.C. INDIVIDUAL.
STATE OF MARYLAND
CITY OF BALTIMORE
1, Dorothy P. Scharf, A Notary Public in nod for the City of Baltimore, in the State afore-
said, do hereby certify that F. Edmund Sutton, As successor Individual Trustee under Seaboard Air
Line Railroad Company First Mortgage dated as of January 1, 1946, as supplemented anti modified,
personally appeared before me this day and acknowledged the due execution of the annexed insLru-.
meat.
Witness my hand and official soil this 17th day of December, 1953.
Notarial Seal. Dorothy E. Scharf
My comm. expires 5/4/59. Notary Public,
STATE OF NORTH CAROLINA
NEW DANOVER COUNTY s
Tile foregoing certificates of J. 11. Chapmnn, N.P. of Richmond, Va. And Dorothy E. Scharf,
Notary Public of Baltimore, M.D. are ad,jndged to be correct. Let the instrument with the
cerl.ificalaa be recorded.
This the 29 day of Dec. 1958.
Ethel A. Drown, Deputy
Mork Superior CourL.

' Rccefved and recorded the 29th day of
Dec. '1955 lit 11-25 A.M. and verified.
?-- B?cr s rr of ncr.ds. -
----------------------------- }
-
-
-
`
' -
-
--
-------- ----- ---------
HEIDE tl'AREIIOUSE CO. -------i --STATE 01' NORTH CAROLINA t
TO COUNTY Or Nrh IIASO\'ER t
OLIVER 'CARTER, TRUS'rn- rr ,
nCEn Or TRUST 'ruin nim) Or TRUs"r, entored into this
--------------------------- ' Cho 241.11 day of DPcembot•, 19SR, batwnrn IlaidO Itnrehollso Corppnny
a corporation duly Created and existing Under and by virtne. of the laws Of the SLale Of North
Carolina, with its prinr.lpal orflcr in the Cluy of Wilmington, County of New Hanover and StatLe
of North Carolina, herrtnafter cnlled Trostor and Oliver Carter, of nald county and si.ate,
Trustee, and Seaboard Air Line Railroad Company, a eorporatlon duly created and oxisting under
- and by virtue of Lhc laws of the Commonwealth of Virgin]., hrrcinnftrr Cassell lInnericiary.
te 1 r m r. 5 5 E T It
?hT1L1'J'•yWitl:R:AK? hc.lsp(ih
6dbi•txhintlab;4n111;an?l4he nenefiefary in the slim of One ntindred Ttrrnty
oo

' J+/t _ ? Thonsand nollars (slzo,oon.on),
Z
_. - , _. - -• reprasooLinG Lhc bnlmirc of' Lite
""'•JJ nn //? / ?. ! ! -. !; pitrehase price of Lilt- land Lere-
t.•'r',V".? iOnfLer described, far which the
1fC
--kaid TrusLor has esarnlcd and
? ,?Jp tirv
Y /? (.1.r core
-GytYD- delivered to Live ncnafir.inr). i.la
:?tiLt.? f?Jil.?(itJ-ci.CGt-p E•t t/C,p(rlt}`??Ptf').•'"-?J negotiable promissoy note, of
f? .? •• r.ven date with this deed or trust,
in Lilt, said slim at' 5120,000.00,
..
bearing interest at the rata or
tt r.. f. '? i the per cent.nm (5Z) per annum,
hoth principal and interest being
1 '°.-"". '-'•'?..'. -.t• :,?yr ?•},.:. pm•a'.>ir 1.1+n hundred and forth
(2.10) days after date, Lh,• TrnxL-
or resrrvin•• t.ie right. of' anticipation with respect- Co pal•lurn 1. Of raid note, .1111 it., b.s be-
aGreed that II,, payment of thr• said debt. shall be srenretl by the convrvanco of Lite. land herein-
aflrr desert hrd•

' NOW, 1'IIC.Rtil'Oltf., in consideration of Lhr premises, and far Lilt- purpose aforesaid, and for Lhn
van Of one dollar to Trestor paid M. t-hr 't'rustee., said TrnsLor has bargained, sold, given, grant.-
ell and colltryt•11, and I))• t.hrse pi•esrllts does harctain, sell, live, grant and eon] ey to Lite said
1'rnstev and his 1lrirs and assigns, a ect•L.ain tract or land lying and bring lit the City of Wilming-
ton, C.ount.y at' New Ilanover, State of \ot•th Carolina, and more particularly described as follows: -
nCOINNING at a point. in Lite southerly line of Brunswick Slrept distant. 100 feel, as measered
north by degrees 23 minat.es cast, from the sootln<ost corner of NntL SLrctt and Brunswick Street.; .
' Lhcite r south 5 degrees .17 minnLes cast, parallel with Lite wrsterly line of Slitl Street. for a
distance of 263.0 feel to a pipe in Lite southerly line of Lot 3, Block 259, accordin:L to the
Official I'l an of said City; thelee solith S.1 degrees 23 minut.rS we.St along Lite sont,herly ]file of
said LOl .1, Block 25g, far a distance of 651 feet., more or less, to an InLersectioo with Lhc

' Ira oboe line of Lhe Cnpe rear River; U,<eu•r north 7 d'-reps 53 minutes •17 seconds rest along said
lf.al•har Line for .a di-st.111re of 706 Coet, tuort` or Bess, to all iilt Pi•seCLion wil_h the northerly edge
of Slip "tit'; thence north 75 de;(.-es 03 minutes east along Lhe northerly edge of said Slip "n"
Vol- a t,ist.anco al .raj trot, more or loss, to t.ho northeast corner of .aid Slip ell", said point.
print; locatet'. 158.65 feet westerly, .tvannvecl it right. an;-lvs, from, the westerly lino of SoLL
5lreet.; thence south 3 degrees 32 mantes cast for a di::t.nnce or 532.3o feeL to a pipe located
in U"• northerly liar of Brunswick Slr•raL At a paint dislanc,- 178.0 fret., as meaa4nrcti south 53
drtP•eos 23 -)inu cos e•ost. from the northwest cornPi• of Nett. Street and Brunswick St.reoL, thence
' Sont.b i drgrres 37 minutes east. rot, a distance of 66.0 feet to a pipe located in the southerly
lino of Brunswick Street] thence north 84 degrees 23 minuted Past. along Cbe southerly line of
Brunswick Street for a distance of 75.0 fret to Lite point. of begiMling, being the same land cone
.vycd by the Beneficiary to the Truster by dyed dated Decerziber 16, I95S, recorded in Book 6 3-3 ,

' at page --B-, in Lite Registry of New Hanover County, and as shown on print or survey dnLvd
December, 11155, entitled "Sarver' of I'erminal Tract rortions. or Blacks 25t), 274 and 2SS", prepared
by fl. 11. Lon_ghlin, l"gistcred Land -SnrYeyor, wilmin•,too, North Carolina, aLtaOheti Lo said deer]
and made a part. thereof, SAYING AND ESCVPTlNG, HOWEVER, Lite approxinately 135 feel of track locat-
ed appt•oximatcl.y as shown colored in Rl:il oil said print or survey and tht: easemto which the Beneri-
r.iarv resorted to said decd.
' TOGETHER with all and singular the rights, members and appurtenances therennto bclonging Or
in any w1, incident. or appertaining, and any and all ImprotemrnCs located Chta•cron.
ro HAVE AND 'to HOLD said laird and premises, with all the rights, privileges and apporte.nances

' cheer+ulto bclongins, to said Oliver Carter, his heirs and assigms, upon the trusts and for Lhc
nse_. and purpo:vas fol lowing., and none Other, that is to say:
If Lilt- said Truslor shall rall OI- nrglecl to pay interest, oil said Once and debt no the same
may hereafter become title, or both principal and interest it Lite maturity of the same, or any
part. of either, then on application of said Beneficiary, or its assignee, or any other person who
may be entitled to Lhr, moneys tine thereon, it shall be lawful for and the duty or Lite said Trtistee
to advertise, at the courthonse door and in thrcP other public places in New Hanover Connly for
thirty days imm-/diately preceding such sale, ants in some newspaper published in said county al )
'least Once a week rat' four weeks, therein appointing a day and place of Salo, and lit such time
and place to expose said ]atlas It pob.l is sale, to the high,`st bidder, Cor• cash, and upon Stich
salt` to convey said lauds to the purchaser in fee simple.
An's Lite said Trlistxce, first retaining, five per cent.llm commission oil the proceeds of' the whole
' Of said laud Sold, as it compensation for making such sale, shall apply so meet] of the residne of
Said proceeds of Slteh sale as may be necessay to pay orr %Oil discharge said note, and debt, and
all interest then accrued and due thereon, and shall pay the surplus, if any remain, to said
TrusLor.
And Lhc• said Trustor rurthrr covenants and agrees to and with said Trustee and Beneficiary
that, I.hcy will keep Lhr premises above conveyed insured .tn some responsible insurance company,
1

1
1

n

Received and Recorded, April 3, Ilb2
at 2;50 P, M„ and Verified,
?}or;istar o! Deeds
------ -- -----------------------`-----'
MFRCANTILE-SAFE DEPOSIT AND T111%T CO(•:PANY
TO
THIS DRRU, made this 26th, clay of March
NFIDF WAREHOUSL•• COJ.'PANY 1562, betivoon Seaboard Air Lirie Railroad
IlF,hD Company, a carporatioh duly created and exZ
- Isting, Pursuant to and by virtue of the
Lb 60284 lnws of the Commonwealth of Virginia, hereinafter called "Grantor"; and Holds Warehouse Company
ssh a corporation duly created and existing pursuant to and by virtue of the laws of the State of
2-21-62 North Carolina, hereinafter called "Granteel" and in the execution and delivery of which the un-,'
dersigned 1;ercantile-Safe Deposit and Trttst (company as successor Corporate Trustee, and F. Fda id
Sutton, as successor Individual Trustee, undor Lhe First Mortgage of Seaboard Air Line Railroad
Cortipany, join for th•v purpose hereinafter statad;
wiTN%.,;Si'TR: That for- and in const(ioratior otthe sum of Teri Dollars (i?1D,i•G) and oiler
valuable col-iorrations to it in hand raid by the :;raiiloe, the reoeipt whereaP is hereby acknow.
ledgad, the d--autor has rr:,nr.rd, 1ar-ained, sold, and couiruyed and (foes 1•y these prevents, grant.,
bar);ain, 501 and convey unto the ?Irant.r:(t, iLS SUCCe3iorB and assigns, all that certain plece,
or parer.l et' land, tor;ether with tho improvements t}.ereoii owned i,y i'WA)Lor• in Lhe City of Wil-
mingLon, i;ehr Rftndvvr County, Nori.h Carolina, nor•e pa:•ticularly described as !'ollowst
i;eginniu); aL at) ir•ot: pipe in the nort1wrly line of i•runnivick St.r,ioL (natant 15.5 feet, as
v:easured :south !11, do.?,r•ees 23 minute, we:;t frvrr. the northwest corner of ?Nutt Street and i•runswiek
Street; 01"ate ::oath tit, (le"Tee:; 21 aiinut:n wttst. alone; the tiorthrrl.y line of Frunswick Street for.
a distance of 162.5 feet. Lo a concrete t:ronuch)pL and a corner of the land couveved by Cratd.or here-
in to (;raotee i.erzih. l•: de,aci (IaL,ed T:"ceracr it), i'i9'; thence north 3 degrees 3.2 trill-e: we:ct alone;
th• ea:aerly line of 1:1:,f ripseribed in saio deod dated Lereml,er lh, 19!0', for a dittince of
532.30 feet. Lo t}(e n,trt.{,B,inxr.rly rorner if ;;lip "if" aai L!r t:ort!.•asU:rlycor`tter Or lapin de;crilled
in !haul (ire, d
' nt.ed Deceml-er Io,• P .5f,; thence port.!( )11, degre-:s ;i3 ni.edteti eits:, at,,; parallel with
t.hc Wort a r lilitt o;, r1Jw;ttr6. t c f me of l 3 1): NO. to art iron nine tiicitant 15.5
pct, 1;i ri 11n t ut h 81. de,•re . t 3 .9.1r t t Vent , r n t t t .t rlh line of (tut! ;;!re ,t. ; thence
pW", .nn n.artile.l. wilt 1.r. we.,..arlr li.,-. or •ut.t..:tr--L f'nr a distance
of 532.01 foot. to 'tie point of Re)iinrlr:);; .;aid ni"ee or nary:r.1 of lino l,ein- loc:,ted a:, t;hown on
nrint. or ,;urvov Gated :anuary S, lt'62, ent.iLlod "Sur•Vny of Portion of I-lock9 274 and 25=11 pr•ensred
by H. Lou }tiro, itc. i:a ered land Sur'vevor, I ilmin)tton, North caroling, at.tachdd hereto and made
.1 ^art hereof.
'I't,1:*-r:F:I{ with all and sinron nr Ole t.enerents, herenit;aments and a"nnrteeances thtireto be-
lon-ior? ar:(i al:m all t.h•: estate, ri!,ht., title, interest, pronerty, Clair) anal demand w!:at.scever,
as well at law ss in eouily of tr:. Jrltttor of, lit anc to the --,3r-,e with the aepurtenances,
LD 60284 fi {v.'rt: ,ll:i: W H01.1 1.11.3 :iai(i nrwnisea unto the ;;r,ntee, its succonsors and assi.;rus forever
ssh sui.:vct, however to t}lo h ii;hc._., of any aa,i al} narsans unit c.r oceupyini; :;ni(i rro;•ert}'.
3 -1u -62
}.SCCS`L a- 1.0 tt_•+ I'atter•3 f entAor:ed ie the precedi:lr, varagraph and Lo that portion (if any)
oI tiho at•,1ve-described land, invluiii:q-. the irprover.ents thereon, lvinr• iet.wecn the hi,,h water
:-.:nrK of the C1re !? _' ar H (r• •
. e i, .t and Ute Hart-or Ltue, the ar'tfit er, °nt it.^, :successors and ass_
(in,es cover,.Mr Z. .o end wiLh the raid Grantee, it:; Successors end assirns,that it, the said
;rant or, iseined it: fr.e of the above ,-ranted and r'e:tcrSberi nree.fses, aria Ihas ;;pod right to set]
nnai convey Ll:a c..r.e in fee simple, an(i tl:at the said •t•ctcises at-,) fre:i avd ciear from any and all
rncumFr•arces, and that. ter. :;aid :rancor will, and its`succet;rtor:; and assigns, shall warrant and
?;nfend ties title to the same..
The pronerty alove described is her-nn r.oove•,ed `rflo of also disc!:art;r.d from the lien of
,.,• Fir;(t. i,ort:age of iIraEt,or to p,ercer.t.iic Trust Company of Pa.lLimore and Pelson ii, or.ritehoff,
as '1'rust.ees, bate(! •taniiarv 1, l'ii,b, a:; :;upplo-:enLt•d be tilaL c:arrain 'rust ^uppiomctsi.al 3rdenture
dated :'.arch 30, 1950, aft'.,ct ii;t; only propert ies; ip ;:at.,, Carut.y, Florida, therein described, and
as ::upn;emerrLed and r..odifiod by that certain Second Supplemental Indenture dated Pay 1, 1050 and
said F:ercapti}e-:safe Denosit. and TrtrsL Conozi:v and P. Edmund :iutton, as the present successor
.,oroor•at.n and Individual. Trustees, resnect.ively, under staid First. Kortva;?e, as so suppler riLed
an(i modified, uy %oining :r t;e execution auei doiivery of this deed hereby ralease and discharge
•,(.c nroperty itercittaL•nve described from Lhe lion of :ai(: irst ?.ortraee, pursuatt. to :iecl.ion 1
of Artirle •Twolve thereof.
Ili 9'iiS'ili•:LP' WP AiWF, Gran:. or and !vi-rantile Safe F.encsit and Trust Company, as such Succ-
essor Corpora Le Trustec, {save ca,isr.d thin deed to le duly signed and sealed, and F. Edmund Sutton
as such successor Individual Trustee, has hereunto seL his hand and seal all as of the da•r and
•;par first above written.
Corporate seal 1:A1?C}1.111 AI i. LI;:;. 1(A1}•i;CAll Ci}PAF!Y
AA,t e.st: h, L. Lash, FV W. V. Lawrence
Secretary Vice Pr.,tsldent
Si?nvi, sealed and delivered
by Seatoard A(r Line Railroad
Company, in the presence of:
P_ 9 9
L. il. Dozard, Jr.
U. S. Doc, stam;as ."•,.210.00
LD 60284 Corporate seal
ssh Attest: J. F. Henry
2-21-62 Assistant Secretary
MERCANTILE-SAFE DEPOSIT AND TRUST CCf;..PANY
as successor Corporate Trustee under
Seaboard Air Line Railroad Company
First Mortgage, dated as of January
1946 as supplemented and modified.
by Owen Daley
Vice President.

t
Signed, sealed and delivered
by 1•4ircant3le-Safe Deposit
and Trust Company., as successor
Corporate. Trustee, in Lhe presence of,
J. J, Delaney ?
' s J, W. Walter ?
k
i
,
Signed, sealed and delivered by
F. Edmund Sutton, as successor
Individual Trustee, in the
presence of:
J. J. Delanev ?
J. W. Walter ?
i
F. £dmund,Sutton (Seal)
,
As successor Individual-Trustee under
Seaboard Air, Line Railroad Company t
Firht Portitage, dated as. of. January 2,.
1946, as supplemented avid modified.
t
t
N. C. - SAL - Corp.
STATE. OF VIRGINIA i.C 60284
CITY OF RI CHI:OND ssh
'2-21.62
This is to certify that on the 2601. day of March, 1ti62, before rte personally came W. V.
Lawrence, with whom I am personally acquainted, who, being. by me duly sworn., says that he is
the 'Dice President, and E. 1. Lash, Jr., is the Secretary of* Seaboard Air Line Railroad Company
the corporation described in, and, which executed the forepoitu, instrument; that he knows the
common seal of said corporation; that the seal affixed to the Yorei;oinr instrument is said comr,.on
seal, and the name of the cornorat.ion was sul•scrilted t.hereto It- the said Vice 1resident, and
that said Vice. President and Socretary subscribed their names thereto, and :;aid common seal was
affixed, all by order of the Guard of Pirectors of said corporation, and that the said instrument
is the act. and deed of said cornoral.ion.
Witness my hand and official seal. Litt,; the 2'kh, day of :arch, 141+2.
Notarial seal J. 11. Mtopman
KIN, commission expires Sentember 9, 1?r62 Notary public
JD 60284
ssh
2-21-62
N. C. Corp
ST'ATF, OF ?t,RYLAND
CITY OFBALTIPORE
This is to certify that on the 30th. day of I•larch, 1962, before me personally came Owen Daly,
11, with whom I an nersonally acquainted, who, being by me duly sworn, says that hft is the Vice
President, and J. E. Henry, is the Assistant Secretary, of F-ercantile -Safe Deposit and Trust
Company, as successor Corporate Trustee under Seaboard Air Line Railroad Company First Mortrage
dat-ed as of January 1, 1946, as supplemented and modified, the corporation described in, and which
executed the rore,•oirg instrument; th::•t he knows the common real of said corporation; that the
seal affixed to the foreroinr instrument is said comrton heal, and that the name of' the said
corporation was subscribed thereto by the said President., and Lim t said Vice Prosident. and Ass-
istant Secretary subscribed their nares thereto, and said common s,?al was affixed, all by order
of the Board of 1`ivectors at' said corporation Bud tlutt the said instrument, is the act and deed
of said corporation.
Witness my hand anti off'ic'ial seal this the 3001. day of Parch, 1902.
Notarial seal Dorothy E. Scharf
Idy commission expires 5-6-63 NoLary public
LD 60284
ssh
.2-21-62
N. C. Individual
STAT3, OF VARYLAND
' CITY OF PALTIMORE
I, Porothy E. Scharf, a notary public in and for the City of t,aryland, In the State afore-
e+aid, do hereby cerLifv that F. Edmund Sutton, as successor Individual Trustee under Seaboard Air:
Line Railroad Company First Mortgage dated as of January 1, 1946 as supplemented and modified,
personally appeared before me this day and acknowledged the due execution of the annexed instru.
' tr.enC.
Witness try hand and official seal this 30th. day of March, 1962,
Notarial seal Dorothy Scharf
My commission expires 5-6-63 Notary public
' STATE OF NORTH CAROLINA
NEW HANVV ER COUNTY
The Foregoing Certificates of J. it. Chapman, N. P. of Richmond, Va., Dorothy E..Scharf,
N. P., lialtimoro, Md., is ad?udged to be correct. Let the instrument with the Certificate be
recorded.
' Drawn by Oliver Carter. This the 3rd. day of April, 19b2.
Vernell DeVane i
Asst. Clerk Superior Court
Received and-Recorded, April 3, 1962
' at 2:50 P. F:., and Verified.
., . ? fir o J
s
Register of Dees
I L
o
5`?° pV 4011177ER Tr !P.CVIit7
n?. BOOK ._.-._
rILK ::
eoc110;30 e:c? 878 MAY 15 STATE OF NORTH CAROLINA: NAY 15 10 03 AN '75
WARRANTY DEED !''°t '.Y
COUNTY OF NEW HANOVER: 1? 1•!_ = :AR
NEn 7fF.%0..N.C.
THIS DEED, made this 1? day of 1975, by
DAVID MAYBANK, JR. and wife, LOUISE JENKINS HAYBANK, and JOHN M_ TRASK, .
JR. and wife, CAROLINE CLARK TRASK, of the State of South Carolina, parties
of the first part, to AMONT SHIPPING COHPANY, a North Carolina corporation
' with an office in New Hanover County, State of North Carolina, party of
the second part;

H I T N E S S E T H:
That the said parties of the first part, in consideration of
the sum of ONE HUNDRED ($100.00) DOLLARS and other good and valuable consid-
erations to them paid by the said party of the second part, the receipt
of which is hereby acknowledged, have bargained and sold, and by these
present do grant, bargain, sell and convey to the party of the second part,
its successors and assigns, a certain tract or parcel of land in the County
of New Hanover, State of North Carolina, and more particularly described
as follows:
:I TRACT NO. 1: Beginning at the point of

? intersection of the western right-of-way
y line of Mutt Street (30 foot right-of-way)
pl with the southern right-of-way line of
B
i
runsw
ck Street (66 foot right-of-way),
running thence frog said beginning point

N with the western right-of-way line of Nutt
Street, South 02 degrees 19 minutes East
234.0 feet to a point; running thence South
87 degrees 41 minutes West 100.0 feet to a
S point; running thence North 02 degrees 19
i

!
/ m
nutes hest 234.0 feet to a point in the
<
?_J southern right-of-way line of Brunswick
) Street; running thence with the southern
) right-of-wag line of Brunswick Street, North
it N 87 degrees 41 minutes East 100 feet to the
point of beginning- Same being a part of
Lots 1, 2, 3 and 4, Block 259, according to
the Official Plan of the City of Wilmington,
North Carolina, as prepared by James 6 Brown,
1 (/ and being a portion of the property conveyed
by John stall, et ux, to Dillard Paper Company
of G
reensboro, N. C_, by deed recorded Janu-
ary 30, 1959 in Book 563, Page 643 of the
•
t New Hanover County ,Registry.
1 ;` a s'snrRTH irM Nate

r.7Ure fdX =
N
NA
O(
.
Q
_sf
io
- _
Iy
1 O
??. lOlll _
_

11

F

t 1;
i.
bMK 1030 rg 873
Together with a perpetual right,of-way and
easement of egress, ingress, and regress over
and upon that certain tract of land lying im-
mediately south of and adjacent to the above-
described premises, which said tract was con-
veyed by Dillard Paper Company of Greensboro,
N. C., to Shipside Terminals, Inc., by deed
recorded February 23, 1966 in Book 766, Page
479 of the New Hanover County Registry, said
perpetual right-of-way and easement having
been created by express reservation and ex-
ception in the aforesaid deed, reference to
which is hereby made for a more particular
description of the land subject to the afore-
said right-of-way and easement.
TRACT NO. 2: Beginning at a point in the
southern right-of-way line of Brunswick Street
(66 foot right-of-way), said point being lo-
cated South 87 degrees 41 minutes West 100.0
feet from the intersection of the southern
right-of-way line of Brunswick Street with the
western right-of-way line of Nutt Street (30
foot right-of-way) ; running thence from said
beginning point with the southern right-of-way
line of Brunswick Street, South 87 degrees 41
minutes West 14.3 feet to a point; running
thence south 02 degrees 19 minutes East 234.0
feet to a point; running thence North 87 degrees
41 minutes East 14.3 feet to a point; running
thence North 02 degrees 19 minutes West 234.0
feet to the point of beginning; same being
part of Lots 1, 2, 3 and 4, Block 259, ac-
cording to the Official Plan of the City of
Wilmington, North Carolina, as prepared by
James s Brown, and being a portion of the
property conveyed by Heide Warehouse Company
to Dillard Paper Company of Greensboro, N. C.,
by deed recorded August 7, 1959 in Book 655,
Page 155 of the New Hanover County Registry.
The aforesaid Second Tract is conveyed subject
to an easement on behalf of Heide Warehouse
Company, its successors and assigns, by rail-
road transportation facilities over the rail-
road track presently located on said premises,
said easement having been reserved by Heide
Warehouse Company by deed recorded August 7,
1959 in Book 655 at Page 155 of the New Hanover
County Registry; and subject also to the right
of the Seaboard Air Line Railroad Company (now
Seaboard Coast Line Railroad Company) to operate
and maintain said railroad track.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land
and all privileges and appurtenances thereto belonging, to the said
party of.the second part, its successors and assigns, in fee simple forever.
1

BCOK1030 fjZj 880

And the said parties of the first part, their heirs and assigns,
covenant with the said party of the second part, its successors and assigns,
that they are seized of said premises in fee and have the right to convey
the same in fee simple; that the same are free and clear from all encum-..:
brances, except as hereinbefore set out, and that they do hereby otherwise
' forever warrant and will forever defend the title to .the same against the
claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the said DAVID MAYBANK, JR. and wife,
LOUISE JENKINS MAYBANK, and JORN M. TRASK, JR. and wife, CAROLINE CLARK
TRASK, have hereunto set their hands and seals the day and year first above
' written.
Qf
'
eA ?Q,uJ ? (SEAL)
David Maybank,, JY.
/
(SEAL)
Louise Jepkins MayDac/ilc
?ASEAL

' )
3fgrt M. Trask, Jr.
Caroline Clark Trask
a
STATE OF SOUTH CAROLINA:

Y/i5?[? STd i
COUNTY OF
t
I, ?• J?i//E't°$, ,J?; a Notary Public in
and for the aforesaid County and State, do hereby certify that DAVID
3
i MAYBANK, JR. and wife, LOUISE JENKINS MAYBANK, personally appeared before
f me this. day and acknowledged the due execution of the foregoing-deed of
;i conveyance.
WITNESS my hand and seal this day of
?.°. '; 1975.

' Notary Public
I My commission expires:
,1 cY?/?l7 9
i?

J
-3-

1

u

1
I

Dom 16G rArA 479 i
fs
i
ii
'I
STATE OF NORTH CAROLINA a I
r WARRANTY DEED - ??
I
COUNTY OF NEW HANOVER •
i
I'
THIS INDENTURE, Made thie.7Z day of February, 1966,
by and between Dillard Paper Company of Greensboro, N. C., a
i;
North Carolina corporation, party of the first part, aed Ship-
side Terminals, Inc., a North Carolina corporation, party of
the second part.
W I T N E S S E T Ht
That the said party of the first part, for and in con-
sideration of the sum of Ten and 00/100 (910.00) Dollars and 1
i`
other valuable considerations to it in hand paid by the said
party, of the second part, the receipt whereof is ?'ereby acknowl-
edged, has given, granted, bargained, sold, aliened and convey- ii
ed, and by these presents does hereby give, grant, bargain and sell,
alien, convey anc confirm unto the party of the second part, and I.
:i
its successors and assigns, forever, all that certain lot of land
situated, lying and being in the City of Wilmington, County of
fI
Now Hanover, State of North Carolina, and bounded and described ?j
I
as follwe,
li
BEGINNING at a point in the Western line of Nutt
Street and which point is located Southwardly 2G4
foot as measured along the Stestern line of Nutt i
Street from the intersection of the Wostorn lino
of Nutt Street with the Southern line of Brunswick
StreotA runs thence from said beginning point
South 87 degrees 41 minutes West and parallel with
the Southern line of Brunswick Street 100 feet,
I
more or loss, to the Eastern line of property now
owned by Shipside Terminals, Inc.A runs thence
i
ji
ii

1
1
1
1
1
1
1
1
1
1
1
I SOOK 766 rut 480
-2-
Northwsrdly along the Bantwrn line of property
{ now owned by 9hipside'terminals, Inc. and paral-
lel to Nutt Street 30 feots,runs thence North
87 degrees 41 minutes East and parallel with the
Southern line of Brunswick Street 100 foot, more
or loos, to the Western line of Nutt Stroatj runs
thence Southwardly along the Western line of Nutt
Street 30 foot to the point of Beginning. The
soma being the Southernmost 30 by 100 foot of the
property of the party of the first part. Being
part of Lot 1 in Block 259, according to the of-
ficial plan of the City of Wilmington, North Caro-
lina.
BUT RESERVING AND EXCEPTING totho party of the
first part, its successors and assigns, a porpet-
ual right of way across the premises horeinabove
t described, granting unto the party of the first
I part, its successors and assigns, a right of in-
gross and agrees across said promises for all pur-
posos.
together with all and singular, the lands, t,3nements, easement]
and appurtenances thereto belonging, or in anywise appertaining.
TO HAVE AND TO HOLD the above granted and described pre-
miles, together with all and singular., the rights, privileges,
i easoments, tenements and appurtenances therounto belonging, or
in anywise appertaining unto the said party of the second part,
its successors and assigns, in fee simple, FOREVER.
And the said party of the first part, for itself, its
successors and assiqus, does covenant to and with the said party
of the second part, its successors and assigns, that it is sailed
in fee of the above granted and described promises, and it has
good right to sell and convey the same in fee simples that the
same are free and clear of any and all encumbrances, and that it
1
will and its successors and assigns shall WARRANT and DEFEND the
title to the same against the lawful claims and demands of any
and all persons whomsoever, but excepting from this warranty any
rights claimed by the Atlantic Coast Line Railroad Company and
1 the lien of ad valorem taxes for 1966.
IN TESTIMONY WHEREOF, Dillard Papor Company of Greensboro,
N. C. has caused this Instrument to be executed in its corporate
1
name by its President, attested by its Secretary and its corporate
i

coot ?UG FAGS 481
-1-
coal affixed, 411 by order of Its Board of Directors# the day and
your first abova writton.

1
1
1
DILLARD PAPER COMPANY OF
GREFNSBOROr N C,' r ,T??
Byl
President ,
Attoet:
'ucratory
STATE OF NORTH CAROLINA
COUNPy OF GUILFO.ID
This fUZ day of Fabruary, 1966, personally cane before
ccc, -IL'- LF A-.5JIA/iPP.- rR who, being duly sworn,
says that he knows the cor.mon soal of Dillard Paper Company of
Grce.sboro, N. C., and is acquainted with TUN/V -bla-
who in President of said corporation, and that A&
tho said FA.S/IH?'PL _ is Sacrotary Of the
said corporation, and saw t o said President sign the foregoing in-
strument, and saw the said common coal of said corporations affixed
to said instrunont by said President, and that the said
F f] _5jjjgg'PF Tf2. signed b1 *5 nano in attest-
ation of the oxecut16n of said instrument in the Provence of said
president of said corporation.
WITNESS my hand and Notarial Seal this day of Febru-
ary, 1966.
%;' ,pTARY t ° , twtary Publ
?e, Ny;oq?tsieslon expires: }$tC(?art/ /9?C
'J?F03(• C a•5??:'
STATE. Or NORTH CAROLINA
New lancer CouMY.
e Foretolnt cerlilkrie of
tY, 1. easudard to be careet. Let the
Inftn+ment wlt4 the e,tjse le be
twdlA..diV
N Clerk 9ntWrter Carl
Y
X/",;" ? - 5, - B
Received and Recorded
F B 2 31966 ao /? rs.

1
1
ATTACHMENT I
TO
DCM FORM -MP- I
List of Previous Permits
DATE
DESCRIPTION
8/19/99 CAMA Permit 166-86
8/5/96 Department of the Army General
Permit - 198000291
1/7/94 Renewal of General (Regional)
Permits
197800056,197800080,
197800125,198000048,
198100049,198200079
4/15/85 Department of the Army General
Permit - SAWC080-N-000-0291
1/17/77 Department of the Army General
Permit - SAWC076-N-065-006-1171
ATTACHMENT J
DCM FORM -MP-I
PROJECT DRAWINGS
Entitled
"RIVERWALK MARINA"
32 pages

H
n

I I
LI
Lill
L
J
RIV ERFRONT M ARINA a?

WIL

MINGTON, NORTH

CAROLINA
o 3
? y
O
w

FR° ,rI, `
RONT STN 2ND 5 N RI
2N D ST N
NE S F
COVER SHEET
iw1s, .o- s, o " q Bp? N H
c ?

.
e? ?.
\ o

ro
P
O S M1 MARINA LAYOUT
`
4 ` r? a
ls PARKING C NW W
' a
" A P
F °
p SW PROPI VICINITY PROPERTY MAP F" z ?a
PROPOSED F q w n=o
PPD
OFFICE R 1 1 EC-1 EXISTING PARTIAL SITE PLAN AND EROSION CONTROL PLAN z "u oa
a , COMPLEX Z FRONT ST N
--- M ? FRONT sr N EC-2 EXISTING PARTIAL SITE PLAN AND EROSION CONTROL PLAN W z?a

' NO w - 1 EC-3 EROSION CONTROL NOTES AND DETAILS i

q
RTNSASrcaa
CAP
PARKING
z 7 7
"
r
o
y w
E FEAR RIVER $ o ( D1 DEMOLITION SITE PLAN AND SCHEDULE g
"U ?
'
D2 a
p I
E TT T DEMOLITION SITE PLAN AND SCHEDULE a
NS ' W]d3n
q 1 FUTURE BLDG FUTURE BLDG ] FUTURE ROTE E Ct SITE GRADING AND PAVING PLAN rA s

s
PR WATER ST 3 NORTH WATER ST C2 GRADING, EROSION CONTROL, AND STORMWATER DETAILS z

,,,,m :a u OPOSED P4 0
C3 PAVEMENT AND MISCELLANEOUS SITE DETAILS

C3A
PAVEMENT AND MISCELLANEOUS SITE DETAILS U
U
` CONVENTION C4 RIVERWALK PARTIAL LAYOUT AND UTILITIES ;p
7
VICINITY MAP C4A RIVERWALK PARTIAL LAYOUT AND UTILITIES ?...,
NO SCALE y C413 RIVERWALK PARTIAL LAYOUT AND UTILITIES its
R I E R CENTER C4C RIVERWALK PARTIAL LAYOUT AND UTILITIES I
T -
- R N C5 RIVERWALK SECTIONS AND DETAILS ?
1
m I 7F ::A C6 RIVERWALK MISCELLANEOUS DETAILS I
C7 STORM WATER MANAGEMENT PLAN

N C8 UTILITY DETAILS
OIip rN

Eg S1 DREDGE AREA PLAN
ST
C S2 DISPOSAL AREA PLAN
APe S2A DREDGE AND DISPOSAL AREAS
FFg S3 DREDGE SECTIONS AND DETAILS
R RI
S4
BULKHEAD LAYOUT
VER S5 BULKHEAD PLANS, SECTIONS, AND DETAILS
S5A ALT. No. 1 BULKHEAD PLANS, SECTIONS, AND DETAILS
S58 ALT. No. 2 BULKHEAD PLANS, SECTIONS, AND DETAILS Q
S6 BULKHEAD PENETRATION SECTIONS AND DETAILS Q j
7 Z O
S MARINA PLAN
S8 FLOATING DOCK PLANS SECTIONS, AND DETAILS Cr Q f
S9 MISCELLANEOUS MARINA SECTIONS AND DETAILS Q U LLJ
S10 RIVERWALK BANNER, FLAG, AND LIGHT POSTS DETAILS W

L1 LANDSCAPE PLAN - 1 NOT INCLUDED Z p

P Q L2 LANDSCAPE PLAN - 2 NOT INCLUDED Q Z Q
OINT HARBOR RD CIA L3 LANDSCAPE PLAN - 3 NOT INCLUDED LL1

/ L4 LANDSCAPE PLAN - 4 NOT INCLUDED LL a O
POINT HARBOR 0?
Ro 00

SITE MAP '
El
ELECTRICAL POWER DISTRIBUTION PLAN NOT INCLUDED LV V
Z
NO SCALE ))) / E2 ELECTRICAL POWER DETAILS NOT INCLUDED '

E3 ELECTRICAL POWER DETAILS NOT INCLUDED

il 'it
?
?
?'•? ?? II I I II

' - - III \ ^?.? ? / I
I

1 C PT / o
3? „
G
,
x,? jl
/ ?? ,
\

_? -;.
,:.
40i
?. Ii
{ t I

M ill
ll,

, a Se

n,
met m;

s.
S:
a
it mi ?,
,

CED
I III I, I, i _
I
I l
i i I oe.r ..
e HWt
I ? ? I aEwtt cwwa. CED
?? ?
?,I Ili
/ ?
SUIL
„ee eu-t 1921.01
8/1/05

® HEE CO
REVISED
S I T E D A T A T A B L E B 0 A T S L I P C 0 U N T N
PROJECT ADDRESS: 10 HARNE TT ST, BUILDING SIZE: PHASE I DOCKMASTER 0' FROM RIVER IMPERVIOUS SURFACE: AREA BEFORE AREA AFTER PIER PIER SLIP NO. OF NO. OF TOTAL NO. OF
WILMINGT ON. N.C. 28401 MAX. H ALLOW 35.00' PHASE 1 MARINA 468
092 SF NIA DESIGNATION LENGTH LENGTH STANDARD SLIPS TRANSIENT SLIPS SLIPS PER PIER
ZONING DISTRICT: CENTRAL BUSINESS DISTRICT (CSO) ACT, H: 2 STORIES 0 10'+ RCFF LOGO 35,00' ,
RIVERWALK 85.764 SF 45.004 SF PIER A 560' 60' 24 1 25 , i

BUILDING SET BACKS: PHASE 1
MARINA (NOT APPLICABLE) RIVERWALK SHELTER 16,00'
PHASE 1I 2 NUTT ST, PARCELS 206,698 SF
219,813 SF PIER B 543' 60' 46 2 48 0
°
?
o
PHASE 11 NUTT ST, FRONTAGE 6 FT. SETBACK MAX.
PHASE II NUTT ST. PARCELS
1 0 350' FROM
RIVER
I PARCEL NUTT ST,/BRUNSWICK -
-
PIER C
500'
60'
21
1
22
w
"
o

1 0 450'
PIER C
50'
23
1
24 °
SITE AREA: PHASE 1 MARINA WATER f0, 10 ACREAS
I 0 600' FROM
AVER PARKING SPACES: 58
PIER D
290'
50'
26
2
28 m
w
LAND 0.94 ACREAS
MAX. HALLOW,
134,75' CAMA LAND USE CLASSIFICATION: CONSERVATION G URBAN
PIER E
226'
S0'
21
2
23 a
RIVERWALK 1
09 ACREAS ' B
'
. 163.25 ASE FLOOD ELEVATION: 10.0
NGVO PIER F 256' 50' 11 - 11' d
PHASE II 2 NUTT ST. PARCELS 2.90 ACREAS 206.00' ' '
PIER 0 40 40 - 8 8
I PARCEL NUTT ST./BRUNSWICK 1.30 ACREAS ACT. H: TO BE DETERMINED PIER H
77
40
2
2
BUILDING SIZE: PHASE I DOCKMASTER 55'x134'x36' HIGH x 3 STORIES
' '

'
'
"
'
PIER 1
652
50
-
1 3
13 a
AIVEAWhLK SHELTER 15
x20
-6
xlfi
HIGH x I STORY 3,144 172 + 32 = 204
PHASE I l NUTT ST. PARCELS 2 0 21400 SF x H (TO
1 0 43200 SF x H (TO BE DETER)
BE DETER
) TOTAL LENGTH TOTAL NO. OF w w ry
, ALONG PIER BOAT SLIPS ]
z
5<;
N
W

L ?1?•
?
O H Vy ID?°
ZOm

_ T4 - - - - - -
\ NUT STREET a
?
NUT STREET _ _ _ _ - - - _- - -? _'-
_
"_ -
<F
C
NEW CURB d, MI-10 n _ _ _ _ _ _
_- _ _ z 01
¢2

1 2
c I I I W? 0'-m
?o 20' a 20' h I °
' ° F
w
J
u 2 I 1 Q
rc I
i
'? n FUTURE BUILDING FUTURE BUILDING ?^
FUTURE BUILDING I'o
a
U
Y I Y l
0
N
?
' ? I ? I 'ii
M
NA 52 w I
N
x
K4i - c •
2' WIDE DOCK 0 EA. GANGW Y
m 1
l ' ALLOW GOLF CART TOP M DP 188' I 1220 220' ?

n
?
40' RIVERWALK EASEMENT -SEE SHE. 55

CAR75
14.5' RIYSHTS. K -
SEE C4 XTS
w
n I
` BENCH r
SECURITY GATE 01q N c - VEG FILTER PLANnxc - IYP.M Ih
m
USHELTER -
G FUEL TANKS SOH PurnNC PLANTING PVNINC PLANTING 40' RIVERWALK EASEMENT PROPERTY ONE IZ TYP. OF 6 -
fL0 ZINC OCK MOP SEE SHT. C6
PLAN>NG PIAN9NC 1AASX
50'
°' a rc C _ o. NGAN Y G. FILTER
TTH,BROW - -ya L n CPRTS
?u i SEE ' PLANTING
80' H/C ANGWAY WANRNG 40' RIVERWALK
50'-11' J t , I ?^ 1 J c - PLANING
m N VATHCUTB W m L-_n _ s EASEMENT
ES zi u N W - SEE_ S9 - PLANTING PUNGNC
1
1
N o 'o
_o N
m I I
N 5675'36'E
n - -
2 --
u
-- P
1
a
r•
N
O ?
X r h r w q FACE BUIXH c
IS ON PROPERtt LN
a
-_J1?.1 N .. _ W
9' "ATING OOCN Z o
O < f-
w &?-A WAYS CC Q
'B• "a - SEE C4 0
/v T
END OF 0 •'? ! 1 leg
m I mj '° qq ?n I m - 7 r w _-_
67=
^ (7) BULKHEAD 5 0 iW y ° -t )? o Z m O Z
. h 0 Q ,? I O m iG m iit m 3 ~ O 1 N I
1064 P/4)? Z Q
BULKHEAD Z_
BONN .?S I y 76. L--r? i o o LL O
\ a FAIe N . cc
f
W'I-v PIER E ?_ m 1n ?1 L u{ 1 Z
LANs'-_T ° + - - ' + ?< - - -
FLOATING' -`?S ' 50 ;p a a m
WS1 DOCK 76
' vii<? -- - I
,e?OISANG &q ° FAIRWAY\\ b? n n o ^?'' -_ N +
AD?AC \ hTj "wc\FrC : N - - - d -
- 0' AN PIER 0 N (5) 14'0 PIER GUIDE PILES
$ - LOCATE AS SHOWN
\ 6?, 52Ltr'I(( bT (sJ 74 _- - v N
)Ab
Ile
\ : A\??IKy ? ? m u _-o m 1
O --
n
S r LAp `?? m m"

ql" r .\ GF or l4L ;y y
N
a
-- Ns
?
---?
EAST
- bra os

Eq
F(G
m N . ,
cj vtq°
R \ -\I
F
aa
R
( - - .

? sDr7
2J
m
7
m N
N
-
Iv
r'---- PAMIJ
?
BY CITY N.I.C.
SEAL

Z D7?
t
N ilf N
- h
-_
PoVERWAtI( :2' P: ?:
99:P4GI !;

14'0 PIER GLIDE
^` 25' 25
PILES 0 100' 0.r-

_
411

\
--
•\

m

-
---
N
°

m
-
?-
_

S.

C

"
m

5

m
25 EXIST. DOCK

IFNNm 9t'. GED

HNL
PEER 0 ?^ n N
\ awm <mma: CED
-- -_m ° b _(5) 14'0 PIER WIDE PILES - uu[ 1" - 50'
6] MARINA LAYOUT TRH LOCATE AS SHOWN 4921.01
N.c GRID N.G .
L- S 6/1/05
SCALE: 1" = 50' ?tIR ^ws
-DRAWING REDUCED TO MARINA LAYOUT
CALE: 1"-50' FIT 11x17 FROM 24x36, SHEET NONSER.
7T 50' 9 60' 91' 60' 60' IR 91, 0'- FACE OF CAP
50 0 50 100 150 FAIRWAY FAIRWAY FAIRWAY PIER A 9,_6. THEREFORE THIS DRAWING M1
NOT TO SCALE a RESE
VI D
J
I

I
I

V \ ? ZZ
0
MERCER - Z Q
VA \TAYLOR, LCC D ? o
0
\? \ f j ?/y? I
W
-NORTH {RANI STm _
jjj
I ( ,
I I
I
I ,

I I I I 1
CAPE FEAR COMMUNITY COLLEGE
I I I I
I I I
I u a 1
_ _ __ _ _ SECMU S1REEt
DEAN HARDWOODS, INC. yP` y'
N
LMONT
DEVELOPMENT PARCEL
=I,
3 \yy
y

ALMONT
PMENT
EIDSIING D \OEYOR SYSTEM

ALMONT MARIN
(LAND)
SYMBOL PROPERTY APPROX.
AREA IN
'1111!!1,1; iiii PPD AREA 7.5 ACRES
ALMONT DEVELOPMENT PARCEL 5
3 ACRES
.
ALMONT DEVELOPMENT PARCEL 7.9 ACRES
ALMONT DEVELOPMENT PARCELS (2) 2.9 ACRES
® ALMONT PROPOSED HOTEL OR PARKING AREA 1.3 ACRES

ALMONT PROPOSED HOTEL OR PARKING AREA 1.6 ACRES
RIVERWALK EASEMENT 1.09 ACRES
ALMONT - MARINA (LAND AREA) 0.94 ACRES
® ALMONT - MARINA (WATER AREA) 10.7 ACRES
NOR TN ?q S
? Cg AE F
f?0p0 ?/?R
f@@
VICINITY PROPERTY MAP
SCALE: 1" = 100'
GRAPHIC SCALE: 1'=100'
100 0 100 200 300
ALMONF
ROPOSED
IOTEL OR..
# \
'ARKING
ALMONT MARINA
(WATER
& RMWALK
--PHASE I
R/ VE-R,
N.C. GRID NAD -1,
1
j CITY OF WILMINGTON
CONVENTION
? CENTER \
I 1
I '
I
I I
I
I
I
I
-----,
L
DRAWING REDUCED TO
FIT 11x17 FROM 24x36
THEREFORE THIS DRAW
NOT TO SCALE
N
O?n
P z
yo
0 121 j
'-'? W
LL
?z
F' U O
W Egg
90 m
Uu:
s
CL
z
0
?a
c U
oW. ?
o?
a Z
0
?Z
zi
03
x
n s.
sera '
Di at n.
:s.
:9E .4arwE¢:0?,:
rcaaEO ar: CEO
HNt
a CED
Hut: <u?R 1' - 100'
nt RuHeu 4921.02
o.?E B/7/O5
SW_ET NUYGER.
PROP1
IF
.5?
I
\ CITY
I I I I
OF
WILMINGTON
CAPE FEAR
? ? ?a,.1 I e?: I
COMMUNITY s,? 1
COLLEGE e;
ONT J I I 1y II ? •I?
..
- ----? _ IXT +------- --? --
a4ro4
e \- ------ __\
1-717-1 -v
ALM 09T
$I `PROPOSE --
t WW Y- T 3 I
E
HOTEL OR i
MUM;
"PAR
:UUT
r..
KING-----
fm,t, v,
c_oxo
ALMONT
(2) PARCELS FOR DEVELOPMENT.,
PHASE II
/ 40 RIVERWALK EASEMENT
\? ?vaavosED eu?x?nn \ ?
EXISTING CONCRETE DOCK ON
i - ?"? n ¦ .?. ¦ ¦ ¦ 7 1 m
?? \¦ I l,f ?- - - J "L...•?lp.,?. ••'?' S 6'1536' E 36539'
1 536 E 2.6I J
-Z-0 __ _-______-__Y „
I j1 \ \ N ?? I
?.
w ,0 WAREHOUSE 140>, ?" i
BEING DEMOLISHED
,al 1 r
JULY - AUG. 2005 m I ^s "
LIMIT OF DISTURBANCE AREA " W
' I TEMPORARY v. t---- m l - ?. m 1
?i CONSTRUCTION SHOP BLDG.
ENTRANCE I L_ ?? J-- n I °" f M a
i
i
r\„ N 1 1 1 a 7 ? N M
I NEW BULKHEAD E:? v? 66"1536 E 6660 ?---T L3
-------
/ V1 - 1 \ tp - M „
I vi / N,
a " W BULKKHEAD
00
(o
17 10 ??
I ro
I J d r 'n
7 C? \
rod. cP oo
j x
0 06 Lo -- I
Lr)
/-- , 9 1! 1 1 V?
v v ro c ,`I ?? *yl"?v? o ro r n n
N N N
N
\v\ - ??° O x 1
1P
N
I ,- 11 1 1 0,? Z \ \, r•l
00 00
nil t0N' - co? 0 N -1 + In
i1
00 N
00 I (p ., l1 , G 1 4. r- -? 1 * ,,l i0 l ` t9.1 1 f'?II~ n ( ) (o co of P 00 , ?.. J 1 N (n O N N O m
?3 -A
C y
r --13
`? I?.I O ` :.1 0 Y !i 1 1 ?\ ,1 IN` O \`, d t0 to `f1 In 0 1)
1
< C,/p ?? C C1 3 v 1 `o? \ 1, `, 1 Gnn ; C? '11 ` 7 t d d 7 r'7 7 -A
?V?Y ?31 `v v •1 Q
SV eR<??? NOp ?v 7.v? -1. o?? oQ?`P
e 3. 3.1
RU6 ?<LRC ' 00<(y3' X33\ I6 I??.1 X7,2 -Z i1 ?, .. i ?? 1 U , r m a rn o
N \ arE RER aAR R \ \ \I A/N 3, 3 J ??)3 , , i v a 1 1m? (? ?, 1 t 4 t 4 16
U W RA?c `?` y- 3.3 I ?? 1 v O ?v 1 1
<Z uj r, r
VI \FE J, </ c? .? r<1 - < - ?3 O ?-A 1 , I A , 1 1 1 1 C ` 1, 1
I
N o ?? 1 a a a
NO 31 1 1 t P.
PROVIDE SILT FENCE AS SHOWN m
LA -?D
& ALSO LOCATE AROUND ANY \ S `' n. save f ?' I a 11 ; °1 P ` ' 1
OTHER WORK SUBDIVIDED AREAS J&w 5 ?^ FOOT PRINT OF 0 0 4 1 m N o? o n ,
AS WORK PROGRESSES. OLD DOCK ; w C-? -t v ffi r-i1?
ti \ 1 ; ; a V 1 °1 REMAINS OF OL
OLD STRUCTURE DEMOLISHED BY NoRT WOODEN BULKHEAD
OTHERS EXCAVATE CONTRACTOR N Eqs m °' L co N?
TO REMOVE PILING & ANY
DESTRUCTION TO EARTHWORK E Fe \ uR64ry?? s 1 1 ?I
REVEL lP '>
00p
L E G E N D fee ? R RI VE \ `?? o:R;>E ',? N? I' N o co I, 1-) III M
-4- Ln
Q
E- SF-0- PROPOSED SILT FENCING \ 'off °o s6„5, ` • _?-cp
Q
-FSS- - FLOATING SILT FENCE ALMONT PROPERTY LINE
. '83 O 1 ( lJ1 - ? '?`N N N M N Lc)
?
? ¦ ¦ ? LIMIT OF DISTURBANCE AREA NOTES: N C CR'D NAp J X, N I, r,
1. INSTALL SEDIMENT BARRIER WITH FILTER OVER OUTLETS. a s '? - figs
5xt SPOT ELEVATIONS gy
2. INSTALL MAIN STORMWATER DISCHARGE LINER. BEGINNING OF FSS '? ®1
1 VCP - (OLO NARR6lrR
PROPOSED ELEVATION AFTER DREDGING SS \ ? - END OF SF tt9 N+o 6Gpp 3. PAGE
10 EXISTING SITE PLAN (PARTIAL) AND EROSION CONTROL PLAN F ""
SCALE: t" = 40' DRAWING REDUCED TO _
GRAPHIC SCALE: 1'=40' FIT 11x17 FROM 24x36, DOCK ?'
- JO THEREFORE THIS DRAWNG LIMIT LINE
40 0 40 so 12 NOT TO SCALE
a
w
,,7!
0 z
w0
a
P4 ?Q?
W ?D aE9
0-4
a0m?-
Uu

(fi6'aoseo WjW) ?•/? _
aLH(msr.) N
j I
?/ 9 H'SS a'
ye' \ sH q' - k # I 5--
E I ... 51) ft-NE N" I .? Q2I W
NOW OR FORMERLY \ H ss - X II g !n '_
IMPORT-EXPORT LUMBER SERVICES, INC.
BOON 1223 PAGE 0139 Hess \ a 89,22.
•••YYY/// I s?
H SS , NCH,,,. ?? I
LIMIT OF DISTURBANCE AREA ® a 0-2'3-4'D 'SD
?x ryryb N? e. ?,, F J41.>s'f10i4r- - - H SS IRO. ,\ ` x IJ
11] ]9 II
,'A \
E
IA Ifi _ ___ c
A"SSA O6'1454 W_ X P
" H'S5 8"55
}11.1(t01AL)_ ?cc ____________
1) 69 11
10 ' U1 _ _
/ \\N N IN?V Sa_w sv?ea'--- I? To -m
O\ ?H \ / - -- N061451'W 332 55'(I0TnL)___ I ml_ I _?\ 1 Fq 7Qm
__\\6 16655 H (D wz6
> a? - p w ozwoW
PUMP LIMIT OF DISTURB NNNCE AREA I a, ly W Zg
ARE \ ^ _ . ?? \ ?'1,?,? ^+- I{ i \ \o o [.d Lu ¢ u
/ _
SON °
III / N/ ^.y \ \ \ l0 \? . \ m. J.5 AO W O
?' / v ! AV ??v^ v?L ?z
yy / m y! ` w ,7 a-`
> -co
15 Do
m m ro
Do Do
DISPOSAL AREA FOR ?, RgvP
51'3YW EX6AVATION/DREDGINGF? 33
IN)wARINA BASIN ?. e;`W '4.;i
\ ^ ME
a, II , ? I sse'
Do # cd? -? 11 . ^ F R+ ^ TEMPdRARYI
Rh4VANON as CONSiRUETI
\? / o ?I, i --` a • ENTRANCE ^ , J Z
LL.
It
z0 IL Q
?0O v\v .-l i 1 a ! 1 ?? I/l cr-Q Q Do - 40 i 7 to ; cc) Q V Z F-
Lot END OF FSS II I?h.
BEGINNING OF SF Z Z U I r-, v ?" W
We !FSS i \ \ ^ 11 ` 1 '1 LLB Z U) 0
\yH'ae l `! \ ?, 1 \ \ \ \ I I / 1 I Do ILO vI
12
\
z sN?a Y\ N \ \ .'/\? \\^ `\ ?Y \?\/?/N ?I I ?? \1'Il ?+ / Z 0
Z LL.
\\\\\,\I mL il? // 11-Q
Lo--? , i
S r\ \? ?, 1 I ^ I I III ? ro ?
\ fS\ ? \ \ ?? ? mil`) co
a ?
m
I \ ? sw 05
cb Do
"s's ? fE6jl?''f
L E G E N D ALMONT PROPERTY LINE I~ sm
E3-SF-a-- PROPOSED SILT FENCING ) Fs'o
- -FSS- - FLOATING SILT FENCE \ \\ r \ \ ?S i
¦ ¦ LIMIT OF DISTURBANCE AREA NOTES: \ <i o H, CEO
HV&
5,1 SPOT ELEVATIONS 1. INSTALL SEDIMENT BARRIER WITH FILTER OVER OUTLETS. \FSS a ?N`, aw. CE0
2. INSTALL MAIN STORMWATER DISCHARGE LINER. I' - 40'
lV?w nl6
1Q PROPOSED ELEVATION AFTER DREDGING 4921.01
EXISTING SITE PLAN (PARTIAL) AND EROSION CONTROL PLAN D- I/e/os
FAST. SITE PLAN
SCALE: 1" = 40' DRAWING REDUCED TO x a w \ PARTIAL 6 EROSION
CONTROL PLAN
GRAPHIC SCALE: 1'-40' FIT 11x17 FROM 2406, <Z [7T
WftN
MI I V-) THEREFORE THIS DRAWING < = Lj 40 0 40 ao 120 NOT TO SCALE

1

L

I

11 ?

MAINTENANCE PLAN
FILTER
No, STRE RI0 pO
MOR NOT LY
VERATS TNANOTY400Ng`ENE O
OA S l NEOES R Z /IN
& . MR pOLY
NORIZoNR ALTO MAIRR RR&PE OWpRIENE
STABINTYN R NO OOT
?j
0
WEIONT
0 E? O
T
Olo A URIOM AS
,
t VERI°ql
OPTIONAL TURBIDITY BARRIER: TYPE 2 HEAVY DUTY FLOATING TURBIDITY BARRIER
CAT. NO. FTB 225052 BY ACF ENVIR.
EC-301 FLOATING SILT FENCE (TURBIDITY BARRIER)
SCALE: N.T.S.
50' MIN.
POST (4 REO'D.)
HIRE FENCE AND
FILTER FABRIC
1157 CRUSHED STONE
WASHED
r T

m
STORM DRAIN s I
CATCH BASIN
MIN. SC
EC-302 INLET
SEDIMENTATION CONTROL
SCALE: N.T.S.
PLAN
X
W
W<
N?
0
s g?
° g M,
N
35' t 15' t
I
3 3
+ SECTION m
TEMPORARY
EC-303 CONSTRUCTION ENTRANCE
SCALE: N.T.S.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES
OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL
BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET PROTECTION
DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT
STAKE SPACING.
5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET BELOW
THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS PROPERLY.
6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
STABILIZATION NOTE
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF ACTIVITY.
THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND OTHER UNSTABILIZED AREAS.
SEEDING SPECIFICATION (TURFING SCHEDULE)
1. ALL DISTURBED AREAS SHALL BE DRESSED TO TYPICAL SECTIONS & PLOWED TO A DEPTH OF 5 INCHES.
THE TOP 2 INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM DISTRIBUTION OF THESE MATERIALS.
THE HAND-BUCKED METHOD IS NOT ACCEPTABLE. LIME AND FERTILIZER SHOULD BE INCORPORATED
INTO THE SOIL PRIOR TO SEEDING.
2. THE FOLLOWING ARE RATES AND KINDS OF THESE MATERIALS TO BEE APPLIED PER ACRE:
KIND: RATE:
ABRUZZI RYE OR RYE GRAIN (WINTER) 50 LBS.
PENSACOLA BAHIA GRASS 50 LBS.
KENTUCKY 31 FESCUE 50 LBS.
OR KOREAN LESPEDEZA (WINTER) 15 LBS.
CENTIPEDE GRASS 15 LBS.
COMMON BERMUDA GRASS 25 LBS.
10-20-20 FERTILIZER 500 LBS.
AGRICULTURAL LIMESTONE 4000 LBS.
GERMAN MILLET 50 LBS.
3. SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEEDBED AND TO COVER SEED.
4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS MULCH. NO BARE GROUND SHALL BE
VISIBLE IN THE MULCH AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW ARE
NOT PERMISSIBLE AS UNIFORM COVERAGE IS EXPECTED. STRAWS SHALL BE APPLIED AT A MINIMUM
OF 4,000 LBS. PER ACRE.
5. THE MULCHED AREAS SHALL BE TACKED WITH LIQUID ASPHALT SUFFICIENT TO HOLD STRAW IN PLACE
AS DIRECTED BY ENGINEER.
6. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION.
USE OF JUTE MESH EXCELSIOR MATTING OR FIBERGLASS ROWING IS ACCEPTABLE. DITCH TREATMENT
SHOULD BE INSTALLED BEFORE MULCHING OPERATION.
a
] z
o z woe
P4 M5 d
LL
z o
z w o
? a o
w ? ?za
P4 0
vu=
..C
Q
Qz
Z0
cc:
Qa
U
Z0
OZ
a:
LL
c?
UJ
J
H
W
O
Z
Q
Tn
W
Z
J
i-
Z
0
Z
O
U)
Q
W
MAINTENANCE SCHEDULE
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY REPAIR OR
CLEANING NECESSARY TO MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED
app IMMEDIATELY.
2. ALL SEEDED AREAS WILL BE REFERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
Wq THE SEEDING SCHEDULE.
?W
W
` ?iF?C ?R FP?111}P
cT'? "9
ovtiI q.. ..
?F
?f
EC-304 SILT FENCE ISOMETRIC
SCALE: N.T.S.
C'VE88?o '?'?;
SEAL
9? ?oipEe'O?r
usam a*. CED
.w HNt
?r? aD
LL NONE
ni xWeER. 1921.01
EROSION CONTROL
NOTES AND DETAILS
SHEET NUMBER:
EC-3

=a?
STORAGE BUILDING m ,

m BUILDING IN OPERATION

1J--LLlf^
,
az
?? / J11J_ 1 -LLL1J/LL J LL: JL/,z
1JJ_LLt J L_/ ?11JLL11-/-LL1JJ_LL11JJ L11J_LL11J_/_L11J.J_LL1JJ_LLIIJLLII - -- --- -- -

..
...,... i(7 ...,:., ...,: ,. ..... "

\ ??... ..
BO {
x
N
..? 10.. ?
p , VEp
ABC, •
?.,,...-C„ o •
p _ +a- _ _
.
is ?v? 3e ,d ?a
0
a.
?, •p
I •
6' M.
EIOW- 16-W • 16'W ^
6' `B
^fi'Y
7
{{?'Z? ^
s ob
µ=
t 1
N
6
R r 6

t - 5 0615']6' E 1925t'
S 0615']6' E 192.V T

` `? v BELOW m, I
? D ? ?
a
c
8 o.

` i
STORAGE BUILDING ' 9
zY
w _- °d
R
IfiyW 16•W? - R?? -
0
1 \ N \
\
\
D9 J Q0 mI a
,1 F 1JJJJJ a `? ? a ^ ?'
CLL?LJ?LLl 25 --f 77-T77 7-1-1-T77T * ^ a ?o
? _ ?JJ_LL11J_LL111?LL? ? ? T'" ;; Y ? LS^ ?
6 vI a ° ° v BUILDING IN /? N
p ° i ?L _ _r J CLCC/?J 1 q( OPERATION ^ Iw M
h ?}
I.
n' ?
I a L'L1J_LL1.LJ z
y' - v -
n x Nx WENT Hips .-
x co NA1ER LINE
I rd?v a* ^ 40 PAGE 50 ,
/ D15 I } v ?; ? ? ? D8 In
v 52
CO.
Cn 7lC .
II co I 1 /? `1, ? d D20
lci 1
clj
cd "-O 1 vv :'7
'v Z )3 00 vi
?V I 1a r ? ? 1 1 `l \
?? 1 m 1
ro Il s G 1
N ? \1 ? a ? s, V ? 1 Z ? 1I I ? vv
r -- 1 _ 1 V
co c '\ O1 1 ? D2 1 1!1 D4 ? 1 ? 4-- - D ? 1 V Dt ? ?\ \\ `?
- .. '? - -, 1L 11 1 1 ,G:J g 11v
?Ld
Go I
1 R 1 1 ?? o
\ ? ,?\ \ \ \ ? ? ? \? ? 1\ tt 1 ? 11 \? ? !J y • 1 1/`` ?? // X11
c ? / L 1 1 /1 G
'U'EFr aaj O ° \ \ ?? ?// 1 J lr 11 ?? oZ Z /11 I LI
a ? ? c ,v/ I/? ? 1 ?? ?G III P/ a tt
I,_ Llj
a4m ATCH LINE 'B ?f? ?? \ R?\y 1v
W 5z3F'?\\c ?L(l{ll1(\` 1 1 1 \ `` /?? J,?
&?? X001( //V 1 v-
RU 1 V
BLDG. SCHEDULED I WORK DIVISION OI(gPrp - /NS 1 111 \ VVV
STRUCT. DEMOLITION DEMO CONTRACTOR EXCAVATE DREDGE OWNER 09 T1,) who 1 ' 1 1
COMPLETION CONTRACTOR 0 1 1 \I /
D1 1 APRIL 05 REMOVE TO BOT. OF FLR. FOUND. PILING REMOVAL ---
D 2 C
1 JUNE 05 REMOVE TO BOT. OF FUR. FOUND. /PILING REMOVAL --- ^ `SO K \
D3 1 SEPT. 05 REMOVE TO BOT. OF FUR. FOUND. IUNG REMOVAL --- IS 23°W\? 1
D4 1 MAY 05 REMOVE TO BOT. OF FUR. FOUND. PILING REMOVAL ? \ w
D5 1 MAY 05 REMOVE TO BOT. OF FUR. FOUND. PIUNG REMOVAL --- NORT f I I M
D6 1 JULY OS REMOVE TO BOT. OF FLR. FOUNp. PILING REMOVAL --- N
D7 1 DEC. 05 REMOVE TO 801. OF FUR. FOUND. PIUNG REMOVAL ---
D8 1 APRIL 05 REMOVE TO BOi. OF TES NO WORK --- S I "RE Wqt
D9 1 JUNE 05 REMOVE TOP OF FDN. FOUND. PIUNG REMOVAL --- c l 1:)E 4
PR0<ri eN pAR?"APB `` BWceos
D10 1 OCT. 05 NO WORK SLAB & FILING REMOVAL --- PEI,
D11 1 DEC. 05 NO WORK SLAB & FILING REMOVAL --- FOOD R ° e ?1
D12 1 DEC. 05 NO WORK SLAB & PILING REMOVAL ---
D13 1 MAR. 06 NO WORK NO WORK M ATE D14 1 MAR. 06 NO WORK NO WORK ATE N E GM0 NAB D15 NO WORK REMATE D16 1 MAR. 06 NO WORK NO WORK CATE
D17 1 MAR. 06 STACK REMOVAL Y OWNER CAIE GRAPHIC scA E: 1'=40'
018 1 MAR. 06 STACK REMOVAL BY OWNER CATE DEMOLITION SITE PLAN U RLµE Pp MAP Epp 01 PAL 91
D19 1 MAR. 06 --- --- --- 40 0 40 8D 120
D20 1 MAR. 06 --- REMOVAL SPOSAL --- SCALE: T" = 40
-TRACT 4-
LIVE OAK DEVELOPMENT DIVISION
MAP BOOK 40 PAGE 50
TRACT 4-
UVE OAK DEVELOPMENT DINSICN
MAP BOOK 40 PAGE 50
-BOAT SLIP-
OLD WOODEN BULKHEAD IS ROTTEN
THRWGHOUT AND COMPLETELY
DESTROYED IN SOME AREAS.
(PER MAP BOOK 40 PAGE 50)
?a
] z 5<%
,0/ ?[ ^ Z w 0 a
w -,p1
?zWz
P: I z
w ? IL=
P4 o?
Uu
u
?411111L
z Z
g
Q D_
cr- U
LU
oZ _0
cc - Lj_ Z
w? 0
W
O
-AvA6.Z,d

;'
.
& SEAL `
r
Ep! rn
?c
P P' 1 .

ACNAI SHEET METAL BULWHEA05
, yJ1'J
J"(
/
/,
/
(
_
y?
/
J
APPARENT Nip, WA1ER /
PER NAP
Li ?
!
v1
,I`
f
D,//f
`I'A/
?
/
?
r
B(p,; Ap PAGE
Sp ?+ L O[90rt0 Bf. CED
wAA. B? HWt
awn mma CED
xNC 1' . 40'
Ln6 xuxcW. 4921.01
oln: 8/1/05

DRAWING REDUCED TO DEMOLITION PLAN
FIT 11 x17 FROM 24x36, 6HEET NUM IR
THEREFORE THIS DRAWING D-1
NOT TO SCALE

Oki,
x
Ell
E STORAGE BUILDING v
QZI
213 2W
13/
_ __ _________
< ^ Mx 23.69 ,•'.\ N0l451 W 321,5(TOTAL) ZJ______ _ P, 1.
_
j 4C p?N ` k.. D35 ate) \! -- - • ?' -
12 -
N 061454' w 33255'JOtALI I - .. ... ,_?
/ //+ /^ (^? /. `? t() 0x 266.55 _ - -
STORAGE BUILDING FI z r nn
5<9
co z
n' I I ??.\ \ as v" ao- I yvy ui pm
H
Z
1 I n\ J 1 uWy
V LL
\7 of ?1 HI
' ry, ro' ? I I ?
-:Zz Sal
n' / I ? rn W a3_3
:2 :J
0
s,w U?
U u
n n n / I I / n ? / A' NO W M
I
m °o' - i T ! ? ? ^ r ? D27 ' ? ???a - -- I 1 MS ?'a•,..?;??-CAL ,???????? -
11 6 0
\ D32 / tp N0616 54'W
co `
? I I / ? _?
21e+' M
r ? I) 1 ? n` Imo' ?x-? Ne}4,'ss'L ?? vv 1
h
CID
° D34 D33 -_' r MI D29
D2 D23
n.
NS'I
p ?r r n D28
, A
1
9
?
Qz
STORAGE
1 I BUILDING IN Q
,N3 Q
7 OPERATION W
D25 °? 'I
D31 1r lI D15?
eon 1 PA`e\Frr w Il .? \ \' I1 \ \ ?? / .I "? ii `° • D15 I z Q
o
LL
Q r_
w o
1 z 0
BUILDING N >
'V R 00 OPERATION
Fq T \ `J ?`J' ?. D14 00
00
0 00
R??ERti D21
i
I
°M ro
I I -? r, N
K. Cd
I
tD13? o `° 1
M ITION CHED U NTINUED \\ !??, D15 / ,, 00
'_ OS
BLDG. CHEDULED WORK SON ?,? ?iIGI„?a
STRUCT. S DEMOLITION DEMO CONTRACTOR EXCAVATE DREDGE OWNER ?O `CQw D10 I C N N
COMPLETION CONTRACTOR \? CR N•`
erE \ \ x D12
D21 1 MAR. 06 REMOVAL RELOCATE DO ai SEAL
D22 1 MAR. 06 --- --- REMOVAL LOCATE < Ck an T; m €
D23 1 MAR. 06 --- --- Op
REMOVAL ELOCAIE
D24 1 MAR. 06 --- --- REMOVAL LOCATE eRq TO \ A(F??IxEt`p?;
D25 1 MAR. 06 --- --- REMOVAL /RELOCATE.
< N 8
D26 1 MAR. 06 --- --- REMOVAL /RELOCATE \ \ qC
D27 1 MAR. 06 --- --- REMOVAL OCATEw W "
D26 1 MAR. 06 --- --- REMOVAL ELOCATE w `f P acorn m cE0
REMOVAL
D29 1 MAR. 06 --- --- ELOCATE "M,p H V&
D30 1 MAR. 06 --- ---REMOVAL 031 1 MAR. 06 --- --- RELOCATE 11 W q" ° ma mN a CED
D32 1 MAR. 06 --- --- REMOVAL OCATE
D33 1 MAR. 06. ___ REMOVAL ELOCATE Fer, q' f 4921.01
Nu ».?:
. 40' REMOVAL D34 1 MAR. 06 --- REMOVAL EELOCATE LOCATE Nc J) <I ?'?
6'4b eM '83 ?' oerz: 8/1/05
D35 1 MAR. 06 --- --- REMOVAL RELOCATE
DRAWING REDUCED TO H WI OEMOLRKIN(LAN
DEMOLITION SITE PLAN GRAPHIC SCALE: 1'-40' FIT 11x17 FROM 24x36, aZ
'B NUT ?WK6
MWIn MATCH L.
SCALE: 1' = 40' 40 0 40 BO 120 THEREFORE THIS DRAWING NOT TO SCALE D?2
I I ? ? I I I ?
I \ \ N
o ? U
1 _-_-_ __-_-__-_-__-_-_-___ _ __ _ \ -
rc N
? I I K
I 5a
I 1 , I
1
I I I I
I i I ??I
«?a?aW ,•«, I J I I II ? w ??n
I I 11C.'.?, 7.1 F - A
3 ) H ?QL?'3
\ \ «I « PROPOSED SIDEWALK Fro' OZ Z o
I ? 1 rl way
\ PROPOBED 310Eww[
2
EXISTING MR ST. 30• PUBLIC R,F OBE, _. --------- a Qa
BELOw? PO f
.------ -- YI
w ? BE2K \ •?? 0 .. l0 W = 0
E;E
k ,`y h
w N - - -- -- -SiKx. oAVrte ` > a pa
> 20' ?•P0:? ?'?) -'..:> + :vUWiIFA ;per. a::,; L
U U
LL-
W PROPOSED SDEWALf
J B N
W I ]
Z
W I
? W
BANNER POLES - LUMNARE POLES - 1)i;
SEE C4 SITS. SEE C4 SHTS. `` .•.'.1 .•.
\ -iIVERWAII(-SEE C4 SITS
ER`AOUS PAVER BLOCK - SEE C4 SHTS. t _
a --
?' nRp.;, I., ,.;: .'P1";.... •RtA,toNe ,
;rlAnhi6 -
.'PI,MI71M4 ` PWITIN !. N,.. K0. W.1EI4
...... .
EL I•'. B3s•sxn'czocr \ .. .
I W T/BULNHEAD-
IFS. '\ T/BULKHEAO j EL +9.00 v 'J+[kf71NG - '?PArM1 :PVAIMG Po WALK Z
+s.DO
•r- T/BUU(HEAD FM?
+9.EL 00 I r d
BULKHEAD - T/BULKHEAD
SEE SHT. S4 EI. +9.00
- '^ \RIVERWALK - SEE BULKHEAD LAYOUT ! Z
-'I SITS C4. C4A C48. 1, L Q
7 T/BUL4HEAD (TYP.) I Z O Z
EL +9.00 ? ;? I ( 2 Q
I;---SEE C4A FOR ENL'ARGEO.'VIEW s Q Q
,o? o I
?
cj Z
41i 7-
ice,\y
v v CONCR???
v., L sr??b ,?.. Ir
,\ ud3r
r\ l' I
LEGEND
ro ".
PROPOSED GRASS OR LANDSCAPED AREAS
® NEW SPOT ELEVATION
a; EXIST. SPOT ELEVATION
I
w
> I
Q W
w
Q I
J II
uj
w
O j
U
w
W
(n I
II
11 11

LL.
0Z a
LLz 0
Lu Z
S5 QM?
W
H
?vr re, os

i'
p
'n
SEAL

2NI
2811
:,F
ED T
oBSRIm ec CED/DEB
HNL/PWW
awn aam3L CED
uwe NOTED
R¢ xuueBR 4921.01
3ert. B/1/05
SITE GRADING
DRAWING REDUCED TO ANO PAVING PLAN
FIT 11x17 FROM 24x36, SHEET ROREEr1:
THEREFORE THIS DRAWING
C1
NOT TO SCALE
?
REVISED
Il

1
L

I

24' mP
.V. dm
FRW 145
DD /EET 24' Rfl'
xV. 6m
_ 10`hGETAT,f
4'-VN'-0' FL/
NY N, RP Ta --
6m
fApl 000
IY IDPE
SOLD PIPE Ap4?
VJlIY l1 /I/1?.? INV. S35 7AL p) -MIN
SR
OEENI
15 ONTY-J ((
Ir HOPE
PERF. PIPE
INV. 5.35
16 QNTY--
12' HOPE
PEW PIPE
INV. 5.35
D119-NORTH SYSTEM
FLOW SEPARATION STRUCTURE
AND INFILTRATION SYSTEM
SCALE: N.T.S.
STORM PIPE FROM
SDNH I SOUTH SYSTEM
JUNCTION BOX 4'x4', WHERE
APPLICABLE (SEE PLANS)
GUARD RAIL ALL AROUND
LEVEL SPREADER
(SEE DETAIL) I-?A

0 LUM. PLANTING
OLE
GRASS OR SOD
C Z
® .. VEGETATIVE FILTER---,
0 2 LUM.
GRASS OR SOD--,
_ POLE
LUM.
POLE

STORM PIPE MOM RIVERWAK
D119 NORTH SYSTEM
PLANTING pUM'
0
L-?-A
PLAN AT VEGETATIVE FILTER
SCALE: N.T.S.
a,
??xE1q?
tic
cb?
cl
SILT FENCE ISOMETRIC P tki
SCALE: N.T.S.
IS' RCP
-
"RE FENCE AND POST 14
5 90
INV CONSTRUCTION SEQUENCE
1. REQUEST PRE-CONSTRUCTION CONFERENCE WITH NEW HANOVER COUNTY
/
FRO
.
M 2 FILTER FABRIC D1
? ? EROSION CONTROL INSPECTOR.
li' HOPE le' RCP
SOLD PPE INV. 590 2. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND SILT FENCE
xv. 4.+5 FRaM a1 3. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER POND, i y B

- a MET
DR
MHGRA

FINISH GRADE :

O
' SWALES, RIPRAP APRONS, STORM DRAINS, AND CURBS.

4
COMMENCE GRADING OPERATIONS FOR PARKING
AND
TRAPS AND SWALES
°
w
d
V
FA
•E
2
i
G

tr MOR ARICINII (rel -
sE rcTK
4•_r,4•_y

I" HOPE
wID PIPE SUBGRADE .

. .
,
,
CURB AND GUTTERS.
5. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.

Q
qq
0

m
'S

p

/
xv. 4.16 STORM DDRAIN
6. REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT
4 3
5
I y
/?mT?//J/ CATCH BASIN VEGETATIVE COVER IS ESTABLISHED. e E S
GRADING NOTES:
9 ONTY
12' HOPE
PERT. PIPE
NV. 445
,6 ON` TY. 12?' HIDPE
INV. 4.45
DI1-SOUTH SYSTEM
FLOW SEPARATION STRUCTURE
SCALE: N.T.S
TEE SIZE 10' DIA RISER x
AS REO'D W ,
40'-0' RIVERWALK EASEMENT
goo PERF. CORRUGATED
POLYETHYLENE PPE 35' f 15' t
16'-0' 0
14'-6' RIVERWALK
1'-6' 14'-6' VEGETATIVE FILTER V-6" 1 '-
1'-fi' 1'-6 6
GUARD RAIL g SECTION
/SEECSH'T,S5 p
p T.O.C. EL +9. b o4PG °0 B o 3 ToC E +933 p SEE 0503 SEE C504 ° SEE HT CON' . AP 55 - HDPE JUNCTION DETAIL TEMPORARY CONSTRUCTION ENTRANCE
p 6' CONC. C ^ 9?
SCALE: N.T.S. SCALE: N.T.S.
FINISH GRADE VARIES APPROX. EL 9.0-10.5 FINISH GRADE VANES APPROX. EL 9.0-10.5 BED PREP
R
TION

PERVIOUS PAVER BLOCK

FILIER FABRIC WAAP w

FILTER FABRIC WRAP

W p
A
A
:
1. LOOSEN CLEARED SURFACE (VOID OF ROCKS. ROOTS. AND VEGETATION) AS
O
CD
J
4
I'-6' CAP AROUND ENTIRE TRENCH COMPACTED SOIL rc AROUND ENTIRE TRENCH COMPACTED SOIL r. NECESSARY FOR SEEDING TO ACCUMULATE.
12' I.D. PERFORATED PIPE EL 6.8 12' I.D. PERFORATED PIPE c EL 5.9 2. APPLY LIME AND FERTILIZER BASED ON SOIL CONDITIONS OR AS DIRECTED BY Q Z ?
ADS N-12 OR EQUAL ADS N-12 OR EQUAL LANDSCAPE DESIGNER.
Z
Z

14.45'O.D.n
20' OD
O O O 1
14.45-O.D.n
'
^
O
3. TILL LIME AND FERTILIZER INTO SOIL UNTIL WELL MIXED.
0
a
0 W
PLANTING LUM. 0 .
157 WASHED STONE
EL 5.1 157 WASHED STONE 1.20
OZ
EL 4
2 4. SEED AS PER SCHEDULE AND IMMEDIATELY MULCH OR STRAW FOR STABILIZATION. Q
Q Q

-JUNCnON
P 4' CLEAN SAND .,, ._
:.• - ..
' 4' CLEAN SAND '
.,. ,, ._...
_
' 5. REPAIR AS NECESSARY FOR ER09ON MAINTENANCE DURING CONSTRUCTION V v
?
BOX O25
ESTIMATED SEASONAL b
1
2 1
2' 1
2'
ESTIMATED SEASONAL 0.25
c
1
2' 1
2' ACTIVITY. 2 Z W
4'x4' .
.
.
HIGH WATERTABLE
E. 3.1
-
' HIGH WATERTABLE 1.2
.
.
EL 22
'
0
Q
0.46 0. .46 O
50' MN O Z Q
INFILTRATION TRENCH (NORTH SYSTEM) INFILTRATI ON TRENCH (SOUTH SYSTEM) cr Z
SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" } LL W Q

0 W Z 0
0 LUM. PLANTING
PIXEL GRADE AND SLOPE AS PER PLAN
CASTIRON ....,............ p u

/ Z

(n

UTFPI.I HEADWALL CtEAN OUT
F
- 1? -7 'OR 0

x ............

14 STONE

... .. o
N_
N

rc

Q
?
SEE STRUCTURAL DETAIL .......... 0 °

'
Z
u Q
ADAPTERS FOR 10
CORRUGATED
POLYETHYLENE PIPE EF??
0

i
_ _ -
TOP WALL Q 13.0' WALL BEYOND
T.O.C. EL +t0.i
E_9.75_
WALL FIG.
EEL. +6.0* ?? FA_?,pr (? I I
o III
I I
° II
A ?liN`°5
I I
I I
I I
EL +9.0
1 1/2 , 1/2 --
?I TIE ROD BEYOND I I
- SE SHT. S5 +
(OR S5A FOR ALT) EL ±5.0 MHW
___________EL i4.0 NHW
BED EL IN +5.5 TIE ROD EL LOCATION WEN
OUT +SO GONG UNDER VEG. FLIER
ON
c Ixv. 111
3 /
12' H O PPE
PEAT PPE
INV. 4.45
19P
18' RCP SECTON 'A-A' MIN: INV. 5.90 LEVEL SPREADER 1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
FROM DI15 OPERATIONS.
INLET SEDIMENTATION CONTROL 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
.5 a
jjjjjj??? BEYOND GRADING LIMITS '?I x
SCALE: N.T.S. OPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE ICI w °

. STRIP T
FROM SITE.
4. COMPACT ALL FILL AREAS TO 95% O MAXIMUM DENSITY.
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER
["E Z Lu n
`a' r. 5<A
O 0 D j o

INLET WITH
STORMWATER IN AND/OR REMOVABLE COATING
STORMWATER OUT

TORMWATER IN lb STORMWATER OUT THAN 3:1 SLOPES.
6. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.

7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
EROSION CONTROL

1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
VIOLATION AND IS SUB,ECT TO A FINE. Z woo
0WI
["I Q I u

0 w?

C:8 I-I Z ¢ i
I- ti 0 R
a a 6 ? 2
2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND W ] a z
y o
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND
MULCHED WITHIN 15 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
LEYEIL LIDF9 3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR, IH Z m

194 0
U
n
•
INFILTRATIOt2, NFILTRATON OUT

IINVERT 94 *7y
PLANSO O aNC110N BOX BOTTOM ENGINEER, AND OWNER.
4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 15
CALENDAR DAYS OR 15 WORKING DAYS IN FEAT AREAS, ALL DISTURBED AREAS
MUST BE
SEEDED.
D TACKED.
UNLESS WRITTEN APPROVAL IS ?
:°n
?411ck
v
II II GR
ANTED
BY THE EROSION CONTROL N
I
II 5. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
FLOW SEPARATION STRUCTURE

"
'
" STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
SCALE: 3/8
= 1
-0
STORM DRAIN OUT ?T
LE EVEL WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
6
THE
FE
I
M
E
E
SPREADER DETAIL BECOMES ABOUT 0.5 FEET DEEP AT TH
E FEN
CE. THE
SEDI
ENT F
EN
CE WILL
SCALE: N.T.S. BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATIVE COVER.
8. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE
PERIODICALLY TOP DRESSED OATH 2 INCHES OF 14 STONE TO MAINTAIN 6' DEPTH.
u / EL 0.9_!!g, DATUM
STEEL SHEET PILE PCV SHEET PILE - 8' LONG STEEL SHEET RIE DIIXHEAD Q-0_9' MLW
- SE SHT. S5 SHORE-GUARD 700-GREY - SE SHT. S5 _ _ _
W/ 18' It 16' CONC. CAP DRAWING REDUCED TO
FIT 1107 FROM 24x36,
SECTION "A-A" THRU VEGETIVE FILTER THEREFORE THIS DRAWL
SCALE: N.T.S. NOT TO SCALE
TEMPORARY SEEDING

GRASS TYPE AMOUNT/
IDOO SF. TIME OF
SEEDING
INITIAL FERTILIZATION / 1000 SF.
MAINTENANCE
RYE GRAIN 1-2 LBS. NOV. THRU JAIL. 25 LBS. 10-10-10 NA NA NA
BROWNTOP MKIET 1-2 LBS. JUNE IHRU AUG. 25 LBS. 10-10-10 NA NA NA
PERMANENT SEEDING

GRASS TYPE AMOUNT/
1000 SF. TIME OF , I
SEEDING
INITIAL FERTILIZATION / 1000 SF.
MAINTENANCE
BERMUDA. COMMON 1-2 LBS. APR. 7HRU JUNE 25 LBS. 10-10-10 MARCH - APRIL
12 LBS. 10-10-10 EACH 4-8 WEEKS
1-2 LBS. W AUC - SEPT.
12 LBS. 10-10-1
FESCUE. TALL
(KENTUCKY 31) 5-7 LOS. SEPT. TNN OCT.
FEB. THRU OCT. 25 LBS. 10-10-10 FEB. - MARO1
12 LBS. 10-10-10 MAY t DEC.
1/2 TO I LB. N. SEPT. - OCT.
12 LES. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO I LB. N.
NA

!.N.- 05
T. Av ,,
rc9am e. CED
m. H1W/EAW
awn <GNma CEO
ttN2. NOTED
4921.01
o,rtxuNe 12/21/04
C2

II

II
L'
3,000 PFIS CONCRETE SIDEWALK,
I' R. 6' 3' R BROOM NISH, SLOPE 1/4' /FOOT
SLOPE 6' FACE OF CURB IN DIRECTION OF DRAINAGE,
WIDT
AS PER 1/2- EXP. JOINT MATERIAL EES NOTED OTHERWISE
PLAN T.O.C. I' R (SEE SITE PLAN FOR OR WIDTH)
-BATTER 1' IN 6'
PAYING 1/6' R 6%6 % WIA X W1.4 W.W.F. 1' RADIUS
II ROPE 1/2' PER Ff. EIPAN90N Jurrt
o PAVEMENT AT 30' INTERVALS (rroI
(SEE PAVEMENT yli
1 DETAIL)
JIG I'CI? ?' 11A
sueceAO>J,?' - .:?,va
3000 PSI CONC. Ap
(2) 04 1 1 h 3,000 PSI CONCRETE UNDSTURBED GRADE
(1) #4 0 OR FILL COMPACTED g' g' 1 ,• ii• scom:
48' O.C. UNDISTURBED GRADE OR Era) i Li
FILL COMPACTED TO 95% TO 95x
CURB DETAIL STANDARD 24" CURB DETAIL TURNED DOWN SIDEWALK CROSS_ SECTION
SCALE: 1" = V-0° SCALE: N.T.S. SCALE: N.T.S. .A:
RIGHT OR LEFT COMBINATION STRAIGHT AND STRAIGHT ARROW
TURN ARROW LEFT OR RIGHT TURN ARROW
-_1 20' 20' ?-
7s A
36' 7 V I
8' 36' /
64' 64'
L1?
32' 28' 12 1Y 9 10'
??. ??-
28'
C 160' 132"
100' ? ..?? ?.
44"
2s' t ?.
44'
24' 4'2
24'
R=29'
12 32
COMBINATION LEFT AND 76
•
STRAIGHT AND RIGHT TURN ARROW
COMBINATION LEFT
AND RIGHT TURN ARROW
L GENERAL NOTES - /
u ?, ! -ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR r
\ N ?? -PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
Q. ENCROACH INTO INTERSECTION AREAS {7
rI -ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING 1
SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION
JOINTS UNLESS APPROVED BY THE ENGINEER. L
PAVEMENT MARKING DETAIL
SCALE: N.T.S.
4' WIDE PAINT STRIPS 'AHITE. 2 UNIFORM COATS,
APPLY TO CLEAN, DRY BITUM CONC. SURFACE
COMPLETELY CONCEALING THE PAVEMENT.
PAINT TO CONFORM TO FEDERAL SPEC. TT-P-115-E.
6
2'-0' CURB &
° 4Y LGUTTER - AN FOR LOCATION
io !!I
STANDARD SIDEWALK DETAIL
SCALE: N.T.S.
6' - 12• -
2' PIPE
4' COVE
WITHOUT CURB I m
OR GUTTER
I'-_2'?
STANDARD N.C- "STOP" SIGN
WITH CONCRETE CURB
k GUTTER
STANDARD INFORMATION SIGN
NOTES:
1. STREET NAME SIGNS SHALL BE A MINIMUM OF 6"
EXTRUDED ALUMINUM BLADES USING A MINUMUM
OF 4' C SERIES LETTERING IN REFLECTIVE
SILVER & REFLECTIVE GREEN BACKGROUND.
2. ALL REFLECTIVE SIGNS SHALL BE MADE OF
ENGINEERING GRADE OR HIGH INTENSTY GRADE
REFLECTIVE SHEETING OR APPROVED EQUIVALENT.
3. ALL SIGNS PLACED IN RIGHT-OF-WAY WILL BE
APPROVED BY TRAFFIC ENGINEERING DIVISION.
4. ALL FOOTINGS TYPICAL FOR ALL SIGNS, WHICH
NEED TO BE ANCHORED IN CONCRETE.
STANDARD SIGN INSTALLATION LOCATION DETAIL
SCALE: N.T.S.
•R
.r
.: •.' I °
SEE SITE PLAN
FOR LOCATION OF
VAN ACCESS ISLE °
z
IDE PAINT STRIPS
a WHITE, 2 UNIFORM
z COATS, APPLY TO
° CLEAN, DRY BITUM
o CONC. SURFACE
z COMPLETELY CONCEALIN
THE PAVEMENT.
PAINT TO CONFORM
° TO FEDERAL SPEC.
m TT-P-115-E.
d
SIDEWALK
2'-0" CURB k GUTTER
SEE SITE PLAN FOR LOCATION
PRIVATE
SCORED UNE 1 SIDEWALK OR
I. DEEP
I SIDEWALK AREA
SIDEWALK SECTION
I
I
EXPANSION JOINT 1/2' 1
I
I
DRIVEWAY APRON I
I
I
I
CURB RETURN
EXPANSION JON71/2' I ?

`EXPANSION JOINT 1/2' A-J ' J1(4.) IN. R SDENBAL-j `EXPANSION JOINT I/2'
13 ) . OTHER
PAVEMENT PLAN
VARIABLE 12'-0' MIN. VARIABLE
FINISH PLAZA GRADE 6'
'-6 Y-0' ?I/4 PER V-0' Y
2. 5'-0. +
..... 111 _
6' CONCRETE
ANSON JOIN
SECTION A-A SECTION 8-8
STANDARD DRIVEWAY DETAIL
SCALE: N.T.S.
V 0'

STANDARD NC DOT SIGN
OR7-8 SEE ENLARGEMENT
i VAN
AT RIGHT ' [ ACCRSBLE LEGEND AND BONDER - GREE14
r r."s BACKGROUND - 'METE

RESERVED
PARKING
60' F MOUNTED ON BLDG io
OR POST S1WD SIDEWALK
4
® WHITE SYMBOL ON
W MM F PEDESTRIAN BLUE BACKGROUND
PATH FROM CAR TO E - NfMR
LEGEND k BORDER - GREEN
WALK PASSES BY OR
UNDER THE SIGN
A
A
PP
W
LTY
U50 LEGEND AND BORDER - GREEN
- E? E ATM BACKGROUND - WHITE
'
'
?E?I I
v
l
I
L
? l
?
z
l
HANDICAPPED PARKING SIGN DETAILS
SCALE: N.T.S.

TYPICAL PAINT STRIP DETAIL
SCALE: N.T.S.
TYPICAL HANDICAPPED SPACE DETAIL
SCALE: N.T.S.
6'
V-6'
STANDARD NC DDT SON -
OR7-8D SE ENLARGEMENT
AT RIGHT
STANDARD NC DOT SIGN -=
pH7-AD SEE ENLARGEMENT
AT RIGHT
2 1/2'0 GALV. STEEL POST
APPROX- FIN.
GRADE OR TOP
OF PAYENENT
10'0
STANDARD CONCRETE BUMPER DETAIL
SCALE: N.T.S.
DRAWING REDUCED TO
FIT 11x17 FROM 24x36,
THEREFORE THIS DRAW
NOT TO SCALE
4?yy?
V R q
co z
0 V1z°
z zom
w ?oLL
Q?
zW.q
W ILEF7n
(rl I? a Z e?
P4 0 Fa
Uu:
i
l1?
LJ
r
w
0
W
QZ
ZO 0
0
Z
Q
Z0
CC Z J
o 0
F U)
cr-
WZ
a Z
Q
F-
Z
W
\W\
Q
CL
1M19 r
,?'qW T. AP?.;
rcRam 9r. CED
NHL/EAW
awn com- CEO
ttve NOTED
nc xuMa 4921.01
DATE: 3/78/05
SHEET NUMBER
C3
t
6'
24" CONCRETE CURB g GUTTER
(SEE DETAIL)
8'-0" 12'-0'
PARALLEL TRAVEL LANE
PARKING
?2' 1-2 PAVEMENT SLOPE 12"
6' ABC
SUBGRADE SOILS SUBJECT
TO PROOF ROLL
66'-0'
6• 50'-0"
12'-0' 8'-0' 4'-6" 8'-0' 8'-0" 5'-0" 12'-0" 12'-0" 5' 0" 8'-0'
TRAVEL LANE PARALLEL TRAVEL LANE TRAVEL LANE
PARKING
SLOPE 1/2' PER Fr 2 2 ,. .. 2 1-2
LANDSCAPE SIDEWALK SIDEWALK LANDSCAPE SLOPE 1/ SLOPE 1/2' PER FT ? LANDSCAPE SIDEWALK
PROPOSED HARNETT STREET ROW - PUBLIC
SCALE: 1"=4'
80'-0'
11 -
45' PARKING
4' THICK \\-4' CABC 4' THICK
3000Py SUBGRADE SOILS SUBJECT 3000PSI
TO PROOF ROLL
24' CONCRETE CURB § GUTTER 24' CONCRETE CURB & GUTTER
(SEE DETAIL) PROPOSED NUTT STREET 50' ROW - PUBLIC (SEE DETAIL)
SCALE: 1"=4'

R C ROAD
r
CONCRETE CU
B
(SEE CURB DETAIL) SLOPE

9-3'
YI-2 PAVING I AS PER
'.

51DEWALK
I T PLAN

L6" CRUSHED STONE
' 41 r7j? I _L (ABC)
COMPACTED SUBCAADE
INLET WITH SEDIMENT TRAP
PARKING LOT PAVEMENT SECTION
SCALE: N.T.S.
?l
N
HZ vii
~T Iti 7 ? m
g
0 z AS
P4 W 29LL
LU
?jzrZ
P4 2
o
a ?W
Uy'
i
?I
4' WIDE PAINT STRIPES, YELLOW, M.NLC: 1 =9
2 UNIFORM COATES,APPLY TO CLEAN,

DRY BITUM. CONC. SURFACE VARIES
COMPLETELY CONCEALING FOR SIDWALK
" g' STD. 2'-6'
PAVEMENT. PAINT TO SEE PLAN /2
EXP.. JT. WRB g GUTTER
CONFORM TO FEDERAL SPEC. 4'
TT-P-115-E 6-,
,
WHEELCHAIR RAMP RI B ,F-9•
t. 0.
- I DEPRESSED CURB
/ A
'T SECTION A-A
WHEELCHAIR RAMP DETAILS
SCALE: N.T.S.
J - - CINB il GUTTER - - _I .
b
i l I
o
I
CASTING

I I n CASTING
MN WEIGHT
I I FRAME 65 LEIS
L
PEIR L COYER RADIUS 225 LEIS
TR
T
25 LEIS
?
5'-
O COYER S
AIGH
2

pp
??
ELM

8" OPENING- MIM
I.
8" WALLS
w 3/4• CEMENT-
PLASTER
INV.
IN. a
E? -
SUNP P
IP
3000 PSI CONCRETE-
CONCRETE
SECTION "A"
CURB INLET
SCALE: N.T.S
I' ' I___?64
SECTION "B"
_2?
c_
r-,o h-s/e•
2'-9 1/4"
PLAN SECTION
NOTES
1. RINGS AND COVERS MAY OFFER IN NON-ESSENTIAL
DIMENSIONS RINGS SHOULD BE COMPATIBLE WITH COVERS.
2 MANHOLE RING a COVER SHALL HAYS
MINIMUM WEIGHTS - RING 190 IBS. COVM 120 LBs
STORM DRAIN MANHOLE RING AND COVER
SCALE: N.T.S.
I
CONC. COLLAR
r ? I
N mIm
?MIN. WEIGHTS: I _ I FOIE
FRAME: 195 LBS L- -I- - _J, DROP INLET PROVIDE
GRATE 160 LBS SOLID COVER
TOP ELEVATION PLAN I• p•
CONC. COLLAR Ifi--{
ELEV. VARIES
BRICK MASONRY
OR PREFAB CONC.
w ?
FLOW _ rc
z • 4'
E ?
iv N
3000 PSI CONCRETE m
SECTION
TOP FLUSH IN/GRADE
DROP INLET OR JUNCTION-BOX
SCALE: N..S.
J
F..
W
O
RESIDENTIAL STREET TREE STANDARDS
I. Street Trees shall be installed slag residential streets
after all driveways have been installed.
2. The developer shall notify Landscape Designer prior to
installation to ensure propcr tree selection and spacing.
3. Loch tree shall be a minim n of two (2) Caliper inches.
4. Phe5ing of a project shall be permitted, however, Street
Trees on the sane block sholI be planted at the save time
to ovoid size irregularities.
5. Trees within the saes block sholI be the same species.

RINGS AS REDD
wC COME
RUBBER GASKET (TIP.)
W
F-
a
Zo :3 U)
0 W
F Z
Z0
Z rW^FA
LL. HJ
F
WZ
F? Z
Q
Z
W
W
Q
a
?N .
,c" AA
MANHOLE HOLE STEPS
(It REQUIRED) A
FLAT SLAB Sm
TRANSITION
n
W aA VARIES
I
i ?

7 'y01Nft:,p`
NOTES Rk r. Aa?•
1. TRANSITION MANHOLES OF 5'W
AND GREATER TO 4'0 AS SN07N. Sl V,
2 PROVIDE UDDER N MANHOLES Z , ' "'",I„f X111`
E%CFIDMD 12' N DEPTH. 0 ') CED
I'-D• MN. RECOWAOM STREET TREE SPACING ACCORDING TO PLAZA WIDTHS 01* HWT\OJA
W N D m.um <orTwa CED
U x.?A NOTED

• ° 4' • 6' 6' - S' GREATER THAT 8' p O Y La ? 4921

?[?
/%, yEa
STaNE
s ex. CREPE MTRTL.E ex. JAPANESE MIPLe
ex. DARLINGTON OAK LJ Q
W U W2 3/17/05
HOLLY 2ELKOVA RED MAPLE (D V)
STREET TREE STANDA RDS S ET KBNBa
STORM DRAIN MANHOLE
SCALE: N.T.S.

SCALE: N
T
S
<I- LLI F_
p .

?r?
WA
.
.
. 01Z FS Z
1 /
I
I /
0 n,L,C
/ '10
s7 %
?- csr i.
-? DNDfN'4 ?\
kD?A\
I
I
A
I
I
I
NEW PVC GRAVITY SEWER LINE NEW ! / H-
AT HP I w
NEW SS MH
TOP w
WV. HARNETT STREET N
_-_-_-_---__ __ _ _
0
q S??
11 X 01y0`??GG? / 11 rc W
/ 1 MpN1 S "A.
I
$S 25OACE
/ r' W.P.?
/ I 30' R.
I ?
i c• a
H/C
z
RAMP ty ]
Z LU O m
]
?,
- 17-0' 4'-D UI Q¢
yWo
END OF BULKHEAD ?C pJT ,c., cc
.2 Ey
PoVERWALK PROJECT OMIT I 'Vpm
3x3 BLOO(OUT FOR - ? ?a p
0 0 100' 100' SPA. O. Z
TREE
.. , ? .. W 93
CONCRETe'SID WALK
P4 0
D(u,- 8.75 •® CURB- BUMPER EpT i
M PLANTING SEE SHT. 3SEE SHT. 3 o PLPNnNG 7/C BAPo6CADE 9.50 _ TYP. - TYP. PAINT 5 IPES PER EN
DETAIL 3 - TYP. Lw. CARD GATE
19 SPA. 0 9' PULE O 0 NINJ
P ANnNC °?
Qo
e• _
T.
UG FUEL TANK :_,.._,_
N NEW BITUM. 5000 GAL 6'x25' 1.D. •;C.J.' f }: .C.J...,. ,) .,...,_.. ..,,? r.C.J..... y'' . ' : 10.
p PAVEMENT W/ 6 HELIX ANCHORS - I
010' O.C - - t ll. ,..'. ,.b... .
cl)
I
TYP. EA. TANK W
ti.
F.
2
fi' CONC. SLAB W 'E' • L:
y4 012' OZ E. W. FUEL
-- - - - - - - ---- TRUCK J
MOVEMENT F
,? PLANTING
CH 10 SPA. 0 9' Z Z
4
J q? iC 10.2 Z O Q
t?y, s
=0.5 6' VERT. CCUR
.3
SEE SHT.
CJ
Gr 0?tV.baf B _- -_ - TYP.
Q V Q
W. 4 0 0 LW, POLE POLE ?O PLANTING -?I D
???? 9SO - POLE
g
D Z or
• f cD ?? O
PLANTING 6' ?T. `- PLANTING = 0 J
CURB - CONC
SEE SHT. C3 BUMP.
W-0ti ?(p - TYR. SEE T. C3 LL Z Q
f3 ?' ?l 60' NEW BITUM. m W Q
p ?FILO? 8 SPA. 0 9' PAVEMENT D ,? Q
L°I' ' I " V?i OQ F9-501 EE
a
NEW BITUM.
0?0• '9,t1 Q, 9S`T (? p PAVEMENT J
AMP
-, SEE SHT. S9 Q
9.25 '
N
?P?A??INT STRIPES 8 4H/C PES & WW
SNT. INFO. - TYP. PhP/00 LPL
2H/C SPA. 0 9'
K H/C
0 POLE 9•M 6'W \
10 5P 09' 0 OUNPSTER 2 A. 0 'DT /6, 4
5
W/SCREEN M
Q P NG CART PARKING C C r4a
SEE ro WALL -
6' RT URB - - BU PER - SEE `H
/2 ?0• ,b 6 ? C
y ii';op .......
LUM. SH C3 o
- SH 8 E99
POLE .? 1 _
SEAL 1?
mr-
r
9.25 c ?, POLE I ';7,p?9 0:'
H/C SIGN
0 PLANTING ' L L J - TYP.
o' WARD RAIL A (I PUNTING ro 0 ? SEE SHT. C3 3 Z
oEeam er. CED
ryN - SEE T. C6 6 y BAN. o io '• I ' PERVIOUS o V)
BULKHEAD CAP V ,I fDC? PAIR x Q oP.,w n HVh
- SEE SHTS. S4 POLE n < u I O BLOCK `t
.? $ SS ± 66 i ; ti ti a ti BFP 3' FM W N W.un canma CED
W FLOATING DOCK d w N u? NOTED
n LL - SEE SHTS. S7 0 ,j V 8'W ' I ¢ v 9FP P'X s Q i1F nu,eEa: 4921.01
8.00E - 8 SEE SHT?._ T N. W O•h 6/1/05
& S8
' ? °i ? ___1` `I o ? LL W AIVERWALK PARTIAL
® CSI p LAYOUT AND
10'-0' 10'-0' 10'-0' p ,I I ., ' ? I Zc x LL
I ? .o W UTILITIES
,j ° ?I \?Y? ? ? S?? SHEET rvUUBER:
4B CARD CATS a
b PARTIAL LAYOUT PAN A RAMP
SCALE. 1' _ - 10' REVISED
I
sECUPott PE
71

II

u

PERVIOUS PAVER BLOCK B.VL
POLE

. °
•
m
• G'" 9
w
e•w w
e
m UY i

WALL
CONC
O pa
•
' LW 0
P4E O PttE -1
RIVERWALK -1 POLE o

s
g
0
.
E
0.
PLANTING ? WARD RAtL
ALL AROUND 0. SHELIFA
-SEE SHT. G6 Y / Y
I. - -SEE SHT. CS PLANTING FIRE
HYDRANT
p i F PLANTING CARD GATE I ILL °
u u ti ti ti
° u ° SO PIPl VEGETATIVE FILTER n o SECURITY ? ? G o

LW
FENCE
?'
y LW c
LW.
n
N TYIT TYP 1 LW.
)' E IPOLE MOP, \.? .
V POLE POLE
. C. O 0 0 ?
7 - 9.6 7

DP 9.67 y
' .33 ?? 9.6

I
F0C 0

.J3

I 97 0
v ' 9.77 ? O TRA I

m
I m

o' ' •
-. n

V
TRASH + °° m
u ti
u

I------

UGE-

---1}_ - -

UGE

1-- u°

- u

-- ti ff

- I

F- ?_---

--

- I ----

LaE - - - - - - - - - - -

---{}-- -

--

--

r

-

_uaE-

00 ---
9
a
S

_CARTS
EPB

m
900 EPB PLANTING
C
R15
I PLANTING
EPB 9.0o
B .
BAN
0 ^
W N
PLANTING 9
BAN, .00
' 0 BAN. A 0 POLE E`I Lu N r
POLE O POLE
10'-0'
?
IO'-O' 1
0-0•
? ' 14-8 9-0' 56-9 10'-0• 10'-0' 1a'-0' FLOATING DOCK N7o
O
ujos
WARD RAIL ?. ,
_
_
FAIRWAY
'
• 24
SD PIPE OUTLET
•
• 26'-7• 30'-0' FAIRWAY
-SEE SHTS. S7 ?/ Z
c
;4 Zg
- SEE SHT. C6 26'-T ]0'-0' pp
_p _7
26 k SB F
j
I,y?
?
BULKHEAD
CPP
LL
.?"
I
k S SHTS 5<
S5
5 L W
z
PARTIAL LAYOUT PLAN B
Ng "+ ?-0
F
_ DRIG NA
D
'
"
SCALE: 10
= 1 w i n

BAH a 0
,
POE _ U U ,
o a

m
• u
.n
m a
w
FE -- nni
. p
LU1L 0 OLE
POLE 0.0
S
I
SEE
T
IC6 T/

u I '
CARD CATE . LLi a SEE IRRIGATION PLAN

a
' U

FE
Itt
I.
'Irv y FOR CONTINUATION OF
m
IRRIGATION W
TER
W
O
C, ? N
MDP 1 i PERVIOUS PAVER BLOCK ?

67 0
9 A
G
)
J.. . '.
9.67 y
v
m
"
I - m m 7? ew SHELTER
T PLANTING I I m i O
W

m LLIhL
0
•
I I C ° O POLE CONC. WALL PLANTING POLE
0. I'-6 1'-6' Y Y
p f
I EPB
IYP
TYP
v
Y
J
- - - - - -UGE - -
W CARTS
- - - -0,
.
.
-
n
0
m
L
0
I
,. RIVERWN!(
\ \ V' - SEE SHT. C5 e
0
o
6
-
1"It
ti
I'
-4
-
. n
F-
H CARD p
7
v

PO - 'n LUw,
POLE - GATE 6
LE
L •
O
9
67 y 0
Q
57 \ . _ _
\ \ .33 m 9.3 0
V PUNTING Z O Q
\
PLANTING \ (!
\ > >
ti u
u
u - y
u u " FENCE
MDP I U'.
O
BOATING DOCK b--
- _
- -
-
-
------ --U?--- JR _ I
-
--ia
- a
- SEE SHTS. S7 & SB
EPB 9.00
Bm ro
9'? OAK.
0
LW. CARTS
- 1
I , HYDRANT
EPB \ y A
'

P0.E 0
POLE
.

O
PoL

\ 4
SD
PIPE

'
'
'
' BULKHEAD CAP GUARD RAIL
3-4 10'-0' 10'-0'
{ -Y--te
-
3Y-5'

4 0

Z
-It
31 9
-0 - SEE SN75. S4 - SEE SHT
C6 r
'
' \
'
' Z
.
g
•
• FAIRWAY
p• 70•_p•
p'
26._7. 46
-9 64
-B O
64
_6 p
_
<
L
PLANTING \ L
LL
-
NC
GR EPS ?
<
.
ID NAD 'B7 PARTIAL LAYOUT PLAN C ET !
10'
SCALE
1"
:
=
Y

BA".
POLE
s
I
® 1
m "" cr

B'W
-
--
-
DRAWING REDUCED TO -
m
o W
FIT 11x17 FROM 2406 w

LW
; , >
. 0

PNF o

M THEREFORE
THIS DRAWING
W
ARD RAIL ALL AROUND
PLANTING
0 ?- SHELT
SHT, IS-
SEE Y/ ' I , 09 NOT TO SCALE
T °
'T VEGETATIVE FILTER o u v u CARD GATE
CARD
SECURItt -
-?.
PERVIOUS PAVER BLOCK
• ILW, n FENCE .67
sw<
O • o.
a
?

'
9
33
9.6 .1
. .. -
ti a•w
p
CAR
.
tUN, 0
A
y ;
o i PUNTING I
I .. _ ,
d 1 E S
o ti?
Y m

+

u

i

I N
MDP
I

I Y
Cf 0 LW, m

POLE
CONC. WALL 0

PUNTING
'
'
'
' t

° SEAL
?+ @=

-
- , O
-
- u
UGE - -
- ti
- - -
1 - - -
-0_ -
- -
- - . TRASH?
- -
- UBE - - _
_
L
--EPnB
110
-0
10
-0
.
TYP TTP T

e ?,:
' 9
9
[c
i '°
DI
Sao 0 BAR 6
I
LW. CARTS

0
I
~ \ y RIVERWALK
ER SHT
!
CS
'

FAIRWAY

Fe olx
POLE .
\ 0
in o 5_p• (
n 1YP.
I
IO-O'
` 10'-0' 10'-O'
' BULKHEAD CAP
GUARD RAJ.
y
\ POLE

'
' SO PIPE
24
+Y
• OUTLET
•
FAIRWAY
46'_T
- SEE SHTS. S4 -SEE SHT. C6
k 55 44'-5'
9
5'-4'
O o
\ LUY.
POLE
O

e.
unno
CEO
35
-0 JS
_p \ q
r
HMl
\ 9'J O
PUNTING \ m a.wn coma CED
\ ?' O zHC NOTED
i
d
ti
ti
p
?L ?'
'NEPBw 4921.01

N. C. G4w1 N .

BOATING S7
SFTI SHTSTS.
-

-
' ? - -

-

- -

- -

-

- t°E - - 2

- - - - -
6/1/05

AD 83
@ SB
9.00
EPB
BAN.
m
oo O EMALX PARTIAL
PG
LE
O POLE LAYOUT AND

PARTIAL LAYOUT PLAN D
26'-7• UTIIfTIES
SEET NIINOEP
"
' Sa'-s' 64'-e' J5'-o 35'-0'
SCALE: 1
= 10 C4A
BAN
PERVIOUS PAYER BLOCK-
\ -? - -
i
O <
8,W
-
--
m
rc
LUN, E ?1
P
- o
0 ,? ml N
/ 10. LUR.

T
I SHELTER - POLE
C.J.

7 I '-_SEE SHT C6
,?
C N I ? ? u a I 1
? NDP -? I?CARD GATE
I AS

FDC-
\ 1 1 SECURITY m
PLANTING I I FENCE
- -'+ - - _ME - m . - - -s ?] I CARTS I

I
POLE
CJ u
PC
- 9.75.
' 0
Lum
44'-5• POLE -0

7m

m 1
-6

I4'-8-

i
53'-5" 16'-0-
1'-6- I'-6-
FLOATING DOCK
- SEE SHTS. S7 ?
k Sfi C.J.
S
C.J.
GUIDE PILES
SEE SHT. S7
CUIDE PIES-/
SEE SIT. S7
WARD RAIL m
- SEE SHT. C6
BULKHEAD CAP
§ SITS. S4
S5 C.J. P(
GUARD RAIL
- SEE SIT. C6
BULKHEAD CAP-
- SEE SHTS. S4
6 S5
C.J.
U
0
C.J.
FLOATING DOCK-
- SEE SHTS S7
6 SB
C.J.
PARTIAL LAYOUT PLAN E PARTIAL LAYOUT PLAN F
SCALE: 1" = 10' SCALE: 1" = 10'
N. C. CAID NA N.C CRiD NAp 'y3
D'S3
Y
J
3
\W
QdS
?FE65j?y7 ',
a SEA f
:2 . P4 ae?
''9C? aiHE¢'p,, I
E
rcvwm ev. CED
aaiv cwtaa. CED
uac NONE
eu-1 4921,OI
0- 6/1/05
RNERWALK PARTIAL
LAYOUT AND
UTILITIES
SHEET NUpSDi:
C4B
R VI D

3

rc

C.J.
I

1'-fi" a
a

16'-0-
/

C.J.
WARD RAIL
--/ Z
- SEE SHT. C6
BULKHEAD CAP
- SEE SHTS. S4 9.75 "
8 S5
FLOATING DOCK`
- SEE SHTS. S7
4 Sfi
GUIDE PILES-/
- SEE SR. S7
PARTIAL LAYOUT PLAN G
SCALE: 1" = 10'
N.C. GRID NqD '63
?a

Z
Y?
WZ?
V
O
z w
o
g
a
aa
j
I? ? ?iLL
ll
¢
?z¢z
F p0?
?
?
W ]
?

z
Au'SU.,

U)
W

J
_
H
D
Z
Q
Z
o
U
Q
D

DRAWING REDUCED TO Q

FIT 11x17 FROM 2406, O z
THEREFORE THIS DRAWING
NOT TO SCALE J
E z Q

w?
>
a
?
S
I
I I
F 1
---- 10411
11 ?p - I
I ?,9??q.0. I IC ?I
Y I G ?I
I I I
A I I
-- o
n
?7g?C C?CR \ I 1 .
-NOR,, f7F DDDk
1 I II
?eAASTT ?ApE ' ' I
RIVERWALK KEY PLAN'
SCALE: 100'=1" -

0

u

? SID
\ ?1t Hµ1
i \
Z•F4i ? \??\
!g
?4 0 9 /

\^,r 7,9
0
9
;exsr
\Do,

\A 10
O
.r
h
m
A
FLAG POLE
-PAINT STRIPES PER 19
DETAIL C_
\. i
\ i

SONG T. C3 \
SEE SHT. BUMPER
14'0 GUIDE PILES 0 100' O.C.
-_\ II

C
\ \ \ E%IST. 4' GI. PIPE
UNDER OOCN

h ?
m -
1 v
-8' WALK 0 D \
! ` ! LEVEL PLL ROUND
!
I ?? 7 fq7
r oW 44µ ?Oq nNC v-_v
30 ! 2ND1lFVEt ry J ooc?c ?50' TRANS. BOAT SUPS
h
I ! NEW LET GUARD RAIL ALL-A"ND
! ?? ! STATION - SEE SHT. 59
! p UNDER DOCK
NEW 2' FORCE MAIN IST. FLR. DOCKMASTER STORE
hry ! l UNDER DOCK 2ND FLR. CLUB 9 OFFICES
/ CARTS - \ r OOC `
DOCK LEVEL
0
h
k,(r `
QUI(DINgFR _
'?\ r o
r
\ 0
sr \, 2ND o'
ttv t

\
\
PARTIAL LAYOUT PLAN H
SCALE: 1" = 10'
ep•1 tMAt?
a 24

!
\ \&

FUEL PLATFORM &
l

.,
I
, I
11
I
rr
r r DOUBLE RAMP -
SEE SHT. S9
I

r r I
%

l 0 0
_

\? ?' / ? ?? ?b'
'
0AnN v? !
? ! •
S ?.
?
W
a,
°• C
DoC 3• ? Q
,o.
k

NCB ? v ?
x
?
o
\C 21`0 ? V p h?O

\-
`
p
v
STM-WT

` 4
\ ry S TAMEN S}5

If,
'
°
\

&04
\ 7
DATING DOCK \/
SEE SHTS. S7
/ & SB
\ 50' TRANS. BOAT SUPS
DRAWING REDUCED TO
FIT 11x17 FROM 24x36,
THEREFORE THIS DRAWN
NOT TO SCALE

z 5.-1
O z ado
<LL
?zW0
a a ?QI:
w ] az53
0-4
o?
Uu;
?1L
p1L
cl)
W
LJ_
r
Z 0
Z:3 a
QU
O Z
u- O Q
CC ?-
W0 a:
? Y
J
Q
W
CC
sx
i`
a SEAL
m W
R ri
.- - CED
.A- r HWL
awn canna CED
NOTE
rai xuNm 4921.
B/I/
RNERWALK PAF
LAYOUT AND
MLMES
9 EET -.SER.
C4C
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
40'-0" RIVERWALK EASEMENT
8'-0" 16'_0• 40'-0' RIVERWNJC EASEMENT
LOW VEGETATION 0 VISTA POINTS 14'-6" RIVERWALK -0" 14'-6" RIVERWALK 16'-10' RIVERWALK
TOP WALL EL. 13.0' 11'-6' 1'-6'1'-6 - 1'-6" 11'-6" 1'-6
T.D.C. EL 9.00 TOP 14VALLELI3_0 EL+10.00 EL. +9.67
PERWCJS LOC. EL 9.33 SEE C503 SEE C504 ® I PERVIOUS
PAVER .LOCK. 6' CONC. 0 EL VARIES PAVER BLOCK
EL VARIES ' 0'
+11.5 TO +12

+I0.0' TO +11.0'
? }y.pp SEE c5.. C508
SEE
/
6 o fib SEE SECTIONS BELOW .
• n .\ \
b < ?
I
1`t
CONC. CAP - SEE SINT. 55

I
- EL +5.00 MHW
-
SEE C501
TIE ROD
I
I 39'-0_ EL 0.0 NSL DATUM TIE ROD
--
EL-0.9 MLW I I
39'-0"
a
I
b I
AZ-13x35' STEEL SHEET .
o
AZ-13x10' STEEL PILE BULKHEAD -

SEE 131lxHEAS PLANS,
EL _1000 I
SHEET PILE SECTIONS, k DETAILS SEE C501 SEE 0501
TRuc
C501 SECTION THRU RIVERWALK C502 SECTION THRU RIVERWALK

SCALE:
1/4" = 1'-0" _DD
28.
SCALE: 1/4" = 1'-0"
V 6' WDE
CONTOC.PBPINGORDER
BRICK 0 SHELL
PA
T.O.C. EL 9.33 C CONC. OR BRICK PAVERS)
?4' CONC. W/ 64 - W29x2.9 W.W.F.
el?1N/
5^ 6' DEEP CRUSHED STONE
-i r COMPACT SUBGRADE
TO 95%
C503 ENLARGED SECTION
SCALE: 1" = 1'-0"
1 _6 TOOL EA. SIDE OF
2.. W/ 1/4' RA0.
w .d ffilfR 2' DEEP TOPPING
YATtE.J. (CRUSHED SMELL CONC)
6" DEEP CONC. Y-fi' WDE 4' DEEP CONC. W/ 6x6
BRICK COINC. BONDER W29x29 W.W.F.
b Q
O
6" DEEP CRUSHED STONE
NOTES'
OJPACT S BGRADE IALLLWOW 3 DAYS MIN. BETWEEN ADJACENT POURS
TO 95% 2. C.J. INDICATES CONTROL JOINT
3. E.J. INDICATES EXPANSION JOINT
C507 SECTION -TRANSVERSE JOINTS
SCALE: 1" = 1'-0"
1'-6' V-6'
-6' WIDE CONC. BORDER V2' E. JT.
_
SEE C503 FOR REINF.
I / TOP SEAL
SEE C503
SEE C503
EL
+9.00
3
t -
-
?
o
SEEP CRUSHED
•.
SiCNE
OMPACT SIBGRADE
6
0
1
¢
_
TO 95"
WW

C504 ENLARGED SECTION
SCALE: 1" = 1'-0"
NCOMPACT SUBCRADE TO 95%
DEEP CRUSHED STONE
C505 ENLARGED SEC-nON
SCALE: 1" = 1'-0"
4' CONC.
SEE 5503
EE S50
jj2 SEE 5503
EL +967
. ,;-h
EL +9.00
EL ±5.00 MHW
I'-6" 6'
'COPPACT SUBGRAOE TO 955
DEEP CRUSHED STOW
C506 ENLARGED SECTION
SCALE: 1" = 1'-0"
N
a'? n
z t?
M JQm
C z Wog
?z
F U??
? Uj m]c
Q
Uu
J
Q Z O
zJ p
O
Q UQ Q
C
G U)
z
Z0 0
O Z I-
LL 0 W
Q
w
SEAL =
n ?, aE
sacra er. ?w
wr m HW.
awrc Dann: CED
a".. NO ED
ru uuu 4927.01
DRAWING REDUCED TO
FIT 1107 FROM 24x36,
THEREFORE THIS DRAWL
NOT TO SCALE
C5

POST SPACE
2'/ ALUM.
SCH 40
0

8x8 TREATED
TMBEA POST

SEE GUARD
POST BASE

v ____ SECTION BELOW

C602 GUARDRAIL POST
SCALE: 1"=1'-0" 0 RIVERWALK
3/4" CHAMFER
8x8 POST FILL W/ GRA7 SILICON
2 1/2"v x 2"
CWNTERSINK
TIGHT-FIT 8x8 TIMBER TOE RAIL
EA. END
EA SIDE
II
A, 1h
II
[ppEry
1 1/2x8xB BLOCK
1 1/2" 1 1 /2"
3Yx36 FRONT &
BACK W/ 2-3/4-
M. BOLTS & 2- 3/4"
CONC. ANCHORS IN
DRILLED-IN INSERT
C603 GUARDRAIL POST BASE
SCALE: 1"=1'-0" 0 RIVERWALK
2'-64 10'-0" 2
B

i
I
I
II
4-a' I
A =1=
I I ' 11 II
I I ? II II
II ==
t I
I
I
I
I

rv I
I
II
I l
l
1
<I
y B
SHELTER PLAN
AA
J
12 12
6? ?6 CEDAR SHINGLES
2x4 FACIA
CEDAR SHINGLES
12 12
6F-
VENT
SIDE ELEVATION
14'-6" i
L.?
SHELTER SECTION B - B
x 14'
so
L'i
SHELTER SECTION A - A
C604 RIVER WALK SHELTER
SCALE: 1/4"=l'-O"
C605 PIER GATE AREA LAYOUT
SCALE: 1/4"=1'-0"
METAL HANDRAIL - GENERAL NOTES
1. MATERIALS AND FINISH:
A. RAILINGS - HEAVY DUTY, SCHEDULE 40, PRE-ENGINEERED ALUMINUM PIPE RAILINGS AS INDICATED. ALL CONNECTION WELDED.
B. FINISH: BLACK, ANODIZED ENAMEL FINISH.
CONTRACTOR TO SUPPLY THE OWNER MATH 2 CANS OF MATCHING TOUCH-UP PAINT FROM HANDRAIL MANUFACTURER AT
COMPLETION OF INSTALLATION.
C. FASTENERS - STAINLESS STEEL HARDWARE: SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS.
PAINT ALL EXPOSED HARDWARE TO MATCH RAILINGS.
2. SUBMITTALS:
A. CONTRACTOR TO PROMDE SHOP DRAWINGS FOR HANDRAIL AND GATE CONSTRUCTION INDICATING ALL SPACING AND SIZES OF
CONNECTIONS AND MEMBERS, PROFILES, ANCHORAGE, AND FINISHES OF ALL MEMBERS AND OTHER INFORMATION REQUIRED
FOR CONSTRUCTION
3. MOCK-UPS:
A. PROVIDE FIELD SAMPLE OF METAL HANDRAIL SECTION, 7'-6" LONG, INCLUDING END CONDITIONS, ILLUSTRATING SELECTED
COLOR AND FINISH FOR APPROVAL.
4. FABRICATION:
DESIGN NOTE; A. STRUCTURAL REQUIREMENTS: FABRICATE HANDRAIL COMPONENTS TO MEET CURRENT BOCCA, OSHA, AND ADA REQUIREMENTS.
AND
GUARDRAIL
POSTS
POLES B. FABRICATE COMPONENTS MATH JOINTS TIGHTLY FITTED AND SECURED.
,
,
,
BANNER DESIGN IS A STANDARD C. EXPOSED FASTENINGS: FASTENINGS SHALL BE UNOBTRUSIVELY LOCATED AWAY FROM VIEW WHENEVER POSSIBLE.
ADOPTED BY THE CITY OF D. CLEAN AND STRIP PRIMED AREAS BARE TO METAL WHERE FIELD CUTTING IS REQUIRED.
INSINUATION:
S
WILMINGTON FOR THE RIVERWALK .
A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SHOP
DRAWINGS.
AND THE GENERAL CHARACTERISTICS,
B. PROVIDE ANCHORS. ANGLES, AND OTHER FASTENERS REQUIRED.
R
EQUIRED.
.
MATERIALS, & FINISHES C. INSTALL COMPONENTS PLUMB AND LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS.
WERE FURNISHED BY THE CITY. D. CONCEAL BOLTS AND SCREWS WHENEVER POSSIBLE.
E. PROTECT RAILING FROM DAMAGE UNTIL FINAL ACCEPTANCE BY OWNER.
[? fan
Z
] 5<?
0 z Wo
33
a?
?zI, =
? ?qT
E. UZ.F
W ] ??m
O He
u y
?.
J_
Q
w
Q z f/1
M a: 0
2v Z
z o W
L?_
wZ
°C Q
3
w
Ir
. Q
V`E98ip.,'1
ro.
Z SEAL ? c
='R
EtQ
?1f
%?PT ?1,a 1N
Sr>u NOTED
n[ __ 4921.01
DRAWING REDUCED TO
FIT 1107 FROM 24x36,
THEREFORE THIS DRAWING
NOT TO SCALE
C6
C601 GUARDRAIL ELEVATION
SCALE: N.T.S. 0 RIVERWALK
r
STORM JUNCTION ELEVATION SCHEDULE - NORTH SYSTEM STORM JUNCTION ELEVATION SCHEDULE - SOUTH SYSTEM
IN GRATE NORTH INV. SOUTH INV. EAST INV. VEST INV, WEST INE, JUNCTION GRATE NORTH INV. SOUTH INV. EAST INV. WEST INV.
ELEV. ELEV. ELEV. ELEV. ELEV. INV. ELEV. NAME ELEV. ELEV. ELEV. ELEV. ELEV.
10.00 6.80 680 680 6,80 5.35 DI 1 10.00 5.90 5.90 5.90 5.02
10.00 7.06 7,06 - - - DI 2 10.00 - - 6,05 6.05
10.00 - 7.20 - - - D13 10,00 6.67 6,42 - 6.17
Innn - - [9'1 ],A - n, a ,n nn r. o? cM'r - -
STORM JUNCTION ELEVATION SCHEDULE - SOUTH SYSTEM (CONT.)
JUNCTION GRATE INERT. INV. SOUTH INV. EAST INV. 'EST IMV,
NAME ELEV. ELEV. ELEV. ELEV. ELEV.
4,56
6
z w
5 ? i? R22 ?
L i Egg
I` I? , l V 0] 28 10.00 ]JB 11,28 - - - 0110 10.00 1.4] - - - - - \?? ??? AF'..
'\•. \? I ?; + DI 29 10.51 9.51 8.51 - - - DI 11 1000 617 617
w~9B\.?\\\, CH 30 10.00 - 8.27 - - DI 12 10.00 688 638 - - - may- ` _ S?`? l?lf-tw- Ali WW Dian
?I 31 10.00 755 8.05 DI 13 10.00 7.25 725 n I?, tl `.
?- .,?„••,?'?? 1r 00 YEAR DI 32 10.00 8.57 - - DI l4 10.00
.\ y '•,•o.,, i I - _ _ _ ] ; I 15' RCP TO
D PLAIN
DI 33 10.80 8.77 REMAIN I V o
I' `\ w `•4•' / .? r/ JB3 967 4.56 - - a.56 a NEV N' RCP O Z W0a
?' •\„ / ?__ NEV SOKI I ' -U w NEW SPMH F-I ¢
r STORM DRAIN
?___- y,? •-. BY OT!$A$ BY OTHERS BY OTHERS
\ \ I n
fib' L-w`- \?'- ?'PROPO RO 'LINE(TYPI __-__-_ _-_
_ 9.3' WIDE SIDEWALK
PROPOSED RSV LINE AND z ul
ABO ' i0.?.?.,. ., .?, PRDPERT rv n n o E%IST Jk7i-STREET (30' PUBLIC R/V) 0, v ?V 1•y Z
- a PROPOSED NUTT STREET BO ROW a?? ABOVE o 0 w iG
-___
Q\(gj[1TY ROW..??.i• n. n m 9ECOW 1O•.• o • PRO NUIT STREET 50 PUBLIC UG°
O ., BELOW m m --
T-f ?_ 3 _ ., ,0 h,., _..,L„ D SI?EWAK. ..._. .'. .'.. ? ,.,..,. / °i _J ] WZ?
--_' --__-__
17
'DR7 X. DI29
>: m rv U
;..' U =
o
?v e 286 ro' E 12.0 wL
?- n ?? • FFE 12.0 1214 _' 261 % 157'0:' N " ?n?
FFE 12.0
,SOUTH' INFILTRATION >tr D12 I w
\\\\Cc _ w : _ ?- --= - 1
SYSTEM (SEE DETAIU
?? ®7
o m CB3
'? % ?couRrraRDS I + 6 m
v (I/
<IMPERVIOUSl \ o °pROPIN.ET I I °? ® a 3 {:;.. rn .. M o
112 COURTYARDS
i DI25 1D' RCP I2' Acv (TYP) -S EE It vi D (lMVI(tU
•„ &
.. 1 :'.. .
m wo I?'? ?? DI+Ir7 lof JB3 +D®f DETAIL. o I F + S Dill v b' in __j
N 7 eli
r
?. xy ?`...... .....
uo ..... 0119 ^ ? . $ u 5.? a-. .. Il
JBI 187' JB2 1.
avli S ADI NV?A.R6 a _2
NORTH' 1 ILTRA7?[QN \ __ 24"QLP DUTL?E1?iHRl! • ,p / .+'.. 'i4MS4Ry K ,
SYSTEM ( E DET,AAIU' -cBe DI22 VEGATIVIE. FILTER BULKHEAD D1?4A9
/l r'? I II 1 [-a" dj SEE DETAIU •?'J ENE ON6" IVE '' ?,?1v ?I` 11 ,y I EE STEVE fLLTER _BE AL VE H10.KIEAD OT SRO .
COMPLETION TAIL T
Ir I 7*U S
g7?AD H7V 9 1LTRATION y II,
/z \ M jj--.? R p SYSTENE OErA0.>
I I -
I I / = vi
```? h DOCK ?? ? ? N
/ °? MASTER
BUILDING
w _ ? FFE 120 j?
•?\ B2 t? -0
%
mm +15.(
NOR
N Eli S
T ?"^I ?? ? p 1I? ? I
Eea F?aoo ?? R R/,?,
ERti ?T> ti
II
L E G E N D
-* JUNCTION BOX NOTES: sD775 W 7pjo* ``
1. ROOF DRAINS SHALL BE ROUTED TO SIDEWALKS,
PARKING AREAS, DRIVE AISLE AREAS, OR Nc. ORIO NAD 8J ` \ 1,'111
-* PROPOSED STORM DRAIN MANHOLE PROPOSED SWALES.
NO DISCHARGE DIRECTLY TO WETLANDS OR OTHER \
Q \
PROPOSED GRASS OR LANDSCAPED AREAS AREAS IS ALLOWED.
\
2. BASED ON WETLANDS SURVEY BY GRAPHIC SCALE' 1'-50'
_ MICHAEL UNDERWOOD & ASSOCIATES, PA ` \ \
L_J INFILTRATION SYSTEM LOCATION THE PROJECT BOUNDARYnANDS EXIST WI THIN 50 0 50 100 150
--o-- INLET AT SURFACE
Z
0-
< z z
Zo 2t
Q W
a
?U Q
F- z
O Z
LL Z 1Y
cc: f? Lu
W0 ?
3
6L
0
i SEAL
s ;\Rh e:. i

?sam eY: CED/NTA
HWL/PW
rza. CEO
CEO
scMC
rx[ Ma4mi 4921.01
R.rz: 1/26/05
STORM WATER
DRAWING REDUCED TO MANAGEMENT

FIT 11x17 FROM 24x36, PLAN
SNUGNUMMR,
THEREFORE THIS DRAWING C?
NOT TO SCALE
4 1/2' PUMPER -EcTKN FAC
TO CENTER LINE OF STREET
4 1/2• STEAMER NOZZLE-
NATIONAL STANDARD -
4-60 DEGREE THREADS PER INCH
WORD 'WATER' ON--?,
COVER
`SUPT LINE FLUSH
CA. VALVE BOX NN FINISH GRADE
BATE VALVE MIN. g
SIZE 6' TURN
RIGHT TO OPF11
ST B'-.- ?ORAIN
E 'ETA"' THRUST BLOCK
(s¢ on,W.)
WATER MAN
NO 7E5: ON CRETE PAD
I . SEE QU 4-02 FOR JOINT RESTRAINT REWIRED 15" M 15" X 6'
2 DUCTILE IRON PIPE REWIRED ON AL HYDRANT
BRANCH LINES
5 HYDRANTS SHALL BE
KENNEDY WAR AN; MUELLER CENTURION; AMERICA'
DARLING MARL 73: OR APPROVED EQUAL
4 VALVE TO BE INSTALLED AS CLOSE TO MAN
AS POSSIBLE
D
DRANT
GUIDELINES FOR STANDAR
SCALE: N.T.S. '
HY
3/4' STAINLESS STEEL RODS
0R 07XER Jdxi RE57RANr M
ilI11A' NT
HYDRANT AWAOVED BY CITY ENGINEER,
6 PI
® eo 10 MAIN
HYDRANT LUGS PE BOLTS RETAINER
VALVE TO BE INSTALLED As JOINT RESTRAINT HYDRANT
CLOSE TO MAN AS POSSIBLE TO 1ST FULL JOINT OF PIPE
-0 F.
3/4- TIE BOLTS
" STAINLESS STEEL R005
RMFR YNT
TRAINT AS
E
.YD RANT AAi Y
D B BY ry ENGINEER.
R

I
l
a i
VALVE TO BE INSTALLID AS
CLOSE TO THAN AS POSSIBLE OLTS
GUIDELINES FOR HYDRANT JOINT RESTRAINT
SCALE: N.T.S.
6.618'
0.125'
77-
? ? ? 1,5' TM WATER .125'
? ? ? 225'
A A s
?aa2'
o.s•
47s•
PLAN SECTION "A-A"
GRE-Y -6HO. CAST IRON OR EQUAL
APPROX. WEIGHT I7NA
HEAVY DUTY VALVE BOX LID
SCALE: N.T.S.
8.25•
6 88•
0.69' 69'
oa?
WATER
A oo?
?_ m __?,
1 275"
PLAN
BOX
7
6.59'DIA
QS' 0'125' 0.5'
D' ,i 0.5' 0?•
45•DIA
0.5' 1 SECTION "A-A"
7.]5'
11.88"
MINIMUM WEIGHTS
EXTENSION EDEN 40 L1LBB8.
EXTENSION 40 LBS.
NOTE:
VALVE BOX LD NOT FOR USE N ROADWAY LOCATIONS
HEAVY DUTY YID REQAU . SEE SO 14-04
WATER VALVE CASTING
SCALE: N.T.S.
3' PVC
LINE TO
4
GROUND A7
PLAN BENDS PLAN Tr
II' YIN.
4 L'tii
SECTION X-X
PLAN & ELEVATION PLUGS
BENDS & TEES
PLUGS
SII A BENDS BFB A ZEES B C 0
B A 22I B A
6 16 10 9 10 6' 8 10' 12 10 21
8 22 I] 12 13 B 10 I3 16' .1 L 12 L29' I
10 2I 1] 14 1 I 1] I6 ZO 14 ]8
12 29 21 16 21 11 16 19191 16 21r H
1 35 24 19 21 11 ZO IB b
le se• zr zl' n' 1 zs 51'
NOTE: BRNd w 1.5 r wN i,g pm- of 100 PS plw AWWA Wets HonmN.
AI barFg ax4RaW to b RRMk IR uMhWNM gaund.
STANDARD THRUST BLOCK FOR WATER MAINS
SCALE: N.T.S.
LAPPING SLEEVE ANU VALVE
SCALE: N.T.S.
3' PVC
BRASS TO ...
CONNECTION / FITTINGS
FIRE LINE TO DOCKS
SCALE: N.T.S.
I
d
BACKFLOW PREVENTER FOR FIRE LINE TO DOCKS
SCALE: N.T.S.
/
EXSRNC NONCE /MORTAR
EXTENSION AN STACK r?/
I
/ RIG(
\ HEAVY DUTY LID
`SEE SD-NIB
2' ASPHALT- / .__...
4' BASE-/ MORTAR OVER FLANGE
I
FOR CASTING DETAILS I' MORTAR
SEE SD-14 2' STANDARD BRICK
SR ' MORTAR
I
WATER VALVE BOX EXTENSION AND
CASTING CENTERED OVER VALVE NUT
SEWER CLEAN-OUT CASTING
NOTES CENTERED OVER STACK
THIS INSTALLATION REQUIRED MIEN VALVE BOXES AND CLEAN-OUTS
ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS
'PRIOR TO SETTING CASTINGS NEW NSTALLAT DNS WILL REWIRE
95X: COMPACTION OR BACKFlLL IN 6 UFTS
TYPICAL DETAIL VALVE BOX & CLEAN-OUT CASiiNG BASES
SCALE: N.T.S.

EXISTING GROUND COMPACTED BACKFlLL TO
95X MODIFIED PROCTOR
IF UNDER PAVEMENT

COMPACTED BACKFlLL TO
\ 905 MODIFIED PROCTER

\ \ ROPE WALL S TO ANGLE OF
REPOSE OF SOIL OR AS
APPROVED BY THE ENGINEER

COMPACTED PIPE EMBEDMENT
TO 9011 MODIFIED PROCTOR

C'
\ MPACTED GR/NULAF MATERIAL
\
\ / CO
IF REQUIRED BY THE ENGINEER
STANDARD PIPE TRENCH DETAIL
SCALE N.T.S.
2' USC APPROVED DOUBLE CHECK(
DETECTOR BACKROW PREVENTER
- WILKINS MODEL 975 OR
APPROVED EQUAL W/ TWO
BALL VALVES k TEST PORTS
1/2• HEX BOLTS
CONCRETE SLAB 4- I WATER- METER
NEW 2' PVC
WATER SERVICE
5i
5? N
e? o
§; a
W qq
[-' FNp
O Vy NZo
H WOw
W'
W-4
0 W tE
H ?Zm
?z¢Z
(Y4 a ?o?
W ] pSZ5m
14 In 7 0
P4 0
Uu
i
iW
Q j
Q
< ?a
LU
Z z?
LLM O
L,L
Z
LLI
D
F
DRAWNG REDUCED TO
g E98M
FIT 11x17 FROM 24x36, ry
F
THEREFORE THIS DRAWING s "EAL
NOT TO SCALE =;4 "a Egyp;
2
DIN;
?
Of9NE06Y. CED
BALI VALVE oR.w, eY HNL/
NEW 2" PVC
WATER SERVICE awn RAVINE CED
UNE uAIE NOTE
D.TE
RAC,KFLOW PREVENTER & METER FOR POTABLE WATER SERVICE TO DOCKS
SCALE: N.T.S.
C8
D
C
-+
M AVERAGE WEIGHT b LBS
MNA
PLAN
I'-I 1/2'
0.25'
- I
SECTION C SSA
RB *ZA C
OVER
2LAR MINIMUM AVERAGE WEIGHT 20 LOS.
1 9.825
2.25' LEY S o
513' 5.15' 0.315
1'-6 5
SECTION A SECTION 9
WATER METER BOX
SCALE: N.T.S.
27"1 PRECAST fiN91
CONCRETE COLLAR
GRADE
3'-0' MIN. VALVE 801
'NTH UD
GATE VALVE
NECK. JGNI
GATE VALVE DETAIL
SCALE: N.T.S.
SC APPROVED HIGH HAZARD
BACK LOW PREKNTER INSULATED PROTECTIVE ENCLOSURE
LXNS MODEL 975 OR NTH FREEZE AND THEFT PROTECTION
'OVED EQUAL CONFORMING TO ASSE 1060
12" MIN.
FINISH GRADE
THRUST *5' COUR MIN. COER 3.5' 5' MIN
EL 3H' THREADED
NOTE STEEL RODS ITR.J
3 33 '
r
ROD REOIREMENTS CONCRETE hIRUST BLOCK
( wJ
SIZE O 45 DEGREE REND STATIC THRUST N POUNDS NUMBER O RODS REQUIRED
6' 4,328 2
6 7,594 Z
12' 17,12 2
6• D,T1I
2o" 44LNI 8
Z1' 69,252 I
NOTOENSP? 5}pUED pNHASE PANT TH[ SIEE_
1. 2 CDAS OF BTUUINOUS RODS AND BOLTS SHALL BE COATED NTH
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS
3. TYPICAL MIN. GEARANCE BETWEEN CONCRETE INO END OF BOLT MUST BE 3'.
1. APPROVED CPFSETS CAN BE USED IN THIS APPLICATION.
STANDARD VERTICAL BEND
SCALE: N.T.S.
HEX BOLTS L, I?H I? E3111I?11 P' 4=r DIRECTICN OF FLOW
:RETE SLAB
Y PK
LINE
SECTION SECTION "B-B"
(TO BE USED FOR DROP MH AS SPECIFIED)
ELEVATION/SECTION
STANDARD SANITARY SEWER MANHOLE
SCALE: N.T.S.
PLAN/SECTION
STANDARD SANITARY SEWER MANHOLE
SCALE: N.T.S.
INSULATED PROTECTIVE ENCLOSURE
NTH FREEZE AND THEFT PROTECTION
CONFORMING TO 0.55E 1060
i
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
eaou L4 ncE z13
Nt(PfR .o j 33 _ __ f __ E 1 na -- -
BDOk $ ??D?' L_ _ Q ________Cj ___ l r _ ___ ___ ___ , E l r _____ _ ___ ___ - _ _ _ _ _ _ _ o - ?
i
Pq n
PROPOSED PPD EUBgNSII>I LINE E _ 1 L_J 33
-6 46'15]6 E ?89.IB 1', " N 0„? V
30 /W N ?\ ••`? •?""?'•M-....i0•..... A80VEO. .^'Q.. .30' UTILI R/W
TY
NUTi UTR11Y STREET(CLOSED)o* ABO iO/"•?• O. _ p. .,•V - - ,
?? ? • 39) ..18 co
'•BELOW I "1 r•"ss. ____1 BELOW"..•-1D??• ^ SIREET(eLOSED) so615 ?),O rn`f= iY
n^. ^,.??.-?.•-- m r --1 NUR STREE, 30'PUSUCR _ ®-? -- - '§
`10 a:. -1' • - _ _-= .,-1 ?( ••? 0 ?.I?. .?. sIS'36' E z6s.3s' .N ,0 w
1-1-WE 9219' L?-_-____._ - . . _ - ____•J,_v 0
ABANDONED NEL LwE ,-
V EASEMENT ARE]e 3
177w BOOR 13 1 PpGE?965 1
N
?ssm?
? [6 , ? \ ? ?O I s u ro;
6 D„ m
WAREHOUSE s AR EASE T
N (PER B i]6
0 ° PA
? i ? I d W ??I""" 149) I [n
m
?
?0 V \\\ - ---- nl WI n Ey
Z F g.
-`?
SHOP BL o woo
-?-- ??-- 1098' ?I u , :Dc
z, l " z_
a ` wW
92' 1 380' 186' 220' 20' Gm
NEW BULKHEAD a I -- ---- J ?"1 U°R
5 0615'36• E 6G DU
` W Z W M 0
Vj
7! ED v I W I? aZ3m
N a aN "'- a° ^ W BUL?HEAD ?U §W
So. 1,6 'o
(0 I- lp 1 7 ?ji ° n u, n p' v , 5.2
V) IM.
00 O? -C-4
R, o ° EXCAVATE\DR GE INSID NEW Lr?1 0 ?l
C? BULKHEAD LINE ELEV. -1a" MSL
gyp/ , - 0 1 1 - MATERIAL\`0 REMOVED I \ N °O
1 UNCLASSIFIED DIS SE MAT I' LWa
c "r a cd INSIDE DISPOS?L A NO k# i i
a '1 OF HARNETT ST\ 0
CO
O
G S
N ro.- a 00 1 1 ., 1 x a Q' LL O L n\.n ") N
/ r`.. N 17 3? J1 11? '?1 1 \ % x •? \\ `` 1 O \ ?M?? In
DJ
_ 1 1
Q ?_D , \'' ?? z a O P, N N O LIT Q
OP rJ 0,
?i
10 0
D
1' a CQ? O II ° V G Z 0
0
F i ,; ate,, ° 1 ' o co -?3 (o In In ,n om < °
< STj 37 `?\'1 00 7 b \ G a
a n v a v
7z --A j j N 1 \ 9 9_ ,i 'n W
0 ! -p/4ONC 1 ,1;13 o v.6 z Q cr_
??6WNAR? &S RF?? 16z p '\' 00
4 W
0 ? W o
?`We R V -33? 1 ?L -r1 i 1 v+ ` z `? - r LC a o) o
MQ (? / O i Q m v v a LL 0
MAR B a l a\+?/1l ?A1 <r < 3' 3 J/ I ?_?3 Q 1 \ 1 / ; Q O\ 4 1, E ?? I I ,I Q Q
r, \ w 33 I ` Cn Cn 0 1 1, i v W CIE, \\ ' ,;ra y? W Z W
?< 2 OO
0
G r I i `? ,, a o a aIn
` i ? ? ? ? ; ? a1 ? ri v a a ri ri ?
11 ` ?
N GRiDNA. B3 s,s'06 FOOT PRINT OF?\10 m N CC) o
3!A c \ ?\ OLD DOCK \ , P '-T A\ 1 ` ?/ N a a a M ?M
^'NDRTH ? w REMAINS OF OL
F ?v WOODEN BULKHEAD
ST CAPF CD M In 00 't
C'4 I-) t
Ese FLOOD FAR RI ?FRti OOLD STRUCTURE THERS EXCAVATEEECONITRACDTOR so>,S.3°w o,
?? o c-4 a
TO REMOVE PILING & ANY ??
` w ". r,- SEAL
L E G E N D DESTRUCTION TO EARTHWORK (51 " a N
\ N REMiiL?4f
'3.p EXISTING ELEVATION (PRE-DREDGE) ALMONT PROPERTY LINE p MAP N'a'N
®1 PROPOSED DREDGE ELEVATION OR GRADE ?`"`? u 0
\ O T tJ D lP '?` I N N N Il r r'-) N N IX9P{09r. CED
TRANSIENT ,r?;l .1 'I an?a? ceo
j ?? LIMIT LINE DOCK \ "E" NA o? «?R wz,.01
DREDGE PLAN LIMIT LINE µE PER Ap R0.W 31 RACE °• 9/T/05
DRAWING REDUCED TO SCALE: 1" = 40 PROPOSED MARINA LOCATION DREDGE AREA
FIT 11x17 FROM 24x36, _ PLAN
cRnPnlc SCALE: r=te, dET NUMBER
THEREFORE THIS DRAINING
NOT TO SCALE 4 o 0 40 80 120 S1

(oisr.
A
o `
r{ STORAGE BUILDING w
a Q Z

o
o p -- --
. --
/?J_LLIIJJL111J_LL11J_LL111J_L111J 1JILLGLt1
C11
"s
E
? 1

-------- e
m N 777-7-17,7777-17,177-1-777-1
n . *, Iv/
a
? I yj1w
n
m ` /STORAGE BUILDING [? Z w ry N
{• - r 'V
2.1
4 ?* BO i? ^ \ rla; 1 z i m
v U)
GJ_L 11J_LL11J L11L11 ~ Z
U
m I co m n" ^ I ?+ I b o"40 n.
n ^
`' I n" / 0 n" n 4j"I W4,?, h i I6 W • rW V
m DISP ,L AR F ?0"
EX6 VATION/D D ?x FoR oo ?b- _._ -----a - ?I
I ? qUU V)
IN INA BASI n. No co'
n
? m m n I OR ?? ?? ?® n N r r ? I-6 y
/oO?\ n ' i r?q0?.\-•?\ ? r r t:"
I r ? ? \m r
aZ z
STORAGE 7I°° i ^ iii ' I 0
??\ v I - ?- I ( BUILDING IN ?? ire rc," ,?1 Q U Q.
_x s \ m v OPERATION I Q
O J
l m 1 'Q
BUILDING IPy I \ O i > Z
?OPERATIOt•1,1
ro co
` \ \ 00 00
d a `
IN 00 00
//NOR oo (D
00 06
C V J I n ? ? ??7 co
J// l
,ce
F(p0p AR \ NCR f I l N W Gw4
i? aeEB°roti ;-
l?
SEAL 7
- <? unuD e* CEO
HILL
`<l'- ?•\ 4<` awn wa- CED
-? ttut cw 1' = 40'
4921.01
N.C. Cg10 NFO '8] ?I
8/1/05
DISPOSAL AREA
DRAWING REDUCED TO PLAN
DISPOSAL AREA PLAN GRAPHIC SCALE: -40
FIT 1107 FROM 24x36, sxeerruxax
SCALE: 1" = 40' 40 0 40 80 120 THEREFORE THIS DRAWING S2
NOT TO SCALE

i

+9
+7
DREDGE DEPTH LIMIT-10
MSL_,

DREDGE DEPTH LIMIT -1
MSL DREDGE DEPTH
PIPE L6X6X3/8
3
-18
L2 1/2 X 2 1/2 X 1/4
RIVER CHANNEL LSX6XI -22 L4X4X3/ 0 2 PLACES
5/8'0 H.D. GALV.
-26 - BOLT 0 12" O.C.
- 28 2" THICK RASH
BOARD
MSL_/ S302 DREDGE SECTION
SCALE: HORIZ.: 1"=50' VERT.: 1"=5'
CONTAINMENT DIKE 3. g•
TALL AROUND FREEBOARD
S305 SPOIL SECTION
SCALE: 1" = 10'-0"
SCALE HORIZ.: 1° 50'v VERT.v1"=5'
S303 DETAIL
SCALE: 1" = 1'-0"
EROSION CONTROL LINER
MIN. TOP EL 23 MLW 6 MIL POLYETHELEHE
TOP EL 22 MLW
2
IEW
?,... DIKE
TYP. SEE 408
- - - - - - - - - - - - - - - - - - - - -
Rj
SEAL ALL
AROUND
0X_GA_
GALV.
S
50
S304 DETAIL
SCALE: 3/16" = i'-0"
HALF ROUND CORRUGATED
METAL SECTION CUT FROM
96"0 X B GA.
CORRIGATED METAL PIPE,
COATED GALV.,
ANCHOR W/ 3/16" H.D.
GALV. WIRE ROPE TO
(ROUND ANCHORS
VERTICAL GUIDE FOR
FLASH BOARDS -
SEE DETAIL 5304
2" THK. WOOD FLASH
BOARDS - ADJUST HGT.
AS NECESSARY TO
PROVIDE WATER DEPTH
FOR ADEQUATE SETTLING
OF SOIL
SEAL BOTTOM W/ 12" THK.
3.000 PSI CONC.
12" CONC. APRON ACROSS
FRONT AS NECESSARY
FOR STABILITY t
Iw' ? m
r H?'? N
ri F N 1?
z o<-
aZo
0
Wz wa'
L QULL
°?zQZ
[? =z
2?
w ] azm
90 Uy?
Ak
J
Z W
Z p ^
IJ
U Q
O C
Z Z Z
O O
ZR (15)
Q0 W
>
0
O
MW
LPL
0
n y'
SFAt i
SEE PLAN 9C?hoixf ??
CED
4 - 1/2"0 GALV. WIRES w? m HWL
TO SCREW ANCHORS awm cane: CED
THESE nuu:
THESE DETAILS SNOW MINIMUM REQUIREMENTS FOR CONTROLLING BELOW SECTION NOTED
n[xwc? 4921.0
WATER LEVEL 8 DISCHARGE ROUTE. CONTRACTOR SHAH INCREASE BIELOW GRADE RADE AT LEAST
LWL SIZE t CAPACITY AS NECESSARY TO ACCOMODATE DREDGE HE MAY 4'-0' TO PROVIDE ogre 8/1/0:
PROVIDE AND ALTERNATE SPILLWAY AS APPROVED BY ENGINEER. LATERAL SUPPORT TO
VERT. SECTION. BRACE
AS NECESSARY. DRAWING REDUCED TO
S306 SPILL WAY FIT 11x17 FROM 2406, 9HM„AA®
SCALE: 3/16" = i'-0" THEREFORE THIS DRAVdNG S3
NOT TO SCALE

•'
-- ?

--------
x`!
--
- ---------
-

-
- c

?

^

?
r-`"- 5675'36°E ---
"
WEST SIDE OF NUTT ST
WEST SIDE OF NU TT
ST
a . o
.
7 N 16

M "
to
•?
?M
r.
?, IN
o y
3
r -
N` ? cpk V)
V"
? to
z y
a*
'
a"
x
? 1?• zzo'
,n no'
rt

m IIO' 6'
5'-4' 380
42 SPA 0 8'-914'3 =369'-4'
n 5'-4'
^S'-0?'4 ...
20 SPA 0 8'-9?Y = 4175'-10)x' 5'-0Y'

SPA 0 8'-9Y?'3 =211'-OJT' 4-5 4
4'-S?j 24

4'-53'i r.. 4'-S?i

24 SPAjB e'-91473 = 211'-O)4'

w
o
" N J9 x `? In" In"
''?
` IIII
I I I I I 1111111111111 I I A?'AI III
I I I I 1 1 1 I I I I I IJ...I 11141 I I I I IIII#tll
I I I I I I I I llllllll
I I I I I I I I
,?, ,-°-.
?-°- ! '1
??
oj' m 1111
I I I I 11 IIIIIIII?IdIT?IIII II
1 1 1 1 1 1 1 1 1 1 I„ r l l l l l LA 11 I

l 11
"1111
1 l 11111111
I I 1 1 1 1 1 1

1
111111 111111,11
1 1 1 1 1 1 I

11111 1

I li i I

I I I I I I I I 1 I I I I
I
I; _
-`-'" 4 -

- ,.

-- -

? -
",

M
o

1
c)

?
I 1111 ,,
111 111111111x11
? , 14TII
I I I 1 11111111 hlllll
T
I I I I I I I 1 I+I hI I I,I 1 ? ? :"?` Z ? w

r_
" ----- -1 ?( _,? ?.---
N
-
SHEET' PILE ANCH?k p
n a Yr I I
{ I I I I I I I I I I I I It.? I I ?I 1
I I I I I 1 I--I_l,a +, I I 1 1 7177 I I I I I I I I I
11 1 1 I I h I I I I t 1 1 T I I I I h I I
I I I! I I I I I I I
N
w w
m
s ----- i
r
-SEE SHT. SS.

.n

?
r
?

I

{ I I I I I I I I I I I I I

I

I• !
I I I I I I

li i 1'I
'

I I I I I I I

I

1 1 1 1 1 1 1
1 1 1 1 1

I

1
Z5"w

"a
?<n
Nz

_____
,._,?
-
v ._, 1CHOF RODS
SS
-'SEE `SHT
. m'
T

i
I
"
:
1 4 4 1 ,L
1
s I I I
I I I I 1 1 1 1
1 I I I I I I I
1 1
I I
1 1 1
I I I 1 I t.-t-L-

I

h
0
o
Q w0m
-
e --
-
-
-
-
- .
/
n
' F-
I`
,/
iAj
m p lil? I I I
f 1 1 1
I I I I I 1 1 1
1 1 1 I? I I I 1 1
I I . 1 1 1 1 1F-T,'b.,i
Inl I t; T"-+ t-
i
1, . >
w
?

n
a
_
-
-
-
-
-
-----
9L1LK?'IEAD CHAP
1'
.-6
& SHEET PILE -
'
+
_
FLO NG DOCK LOCATION
;,
\
•
y___
W
[..y Q?a
m
a
----- SEE SHT S5/ ?
, .i a
+ o ----
z Z

?.

ai
n
--
06
L4

y 1 '

•
.- . O. 0O0
0

I I I I I

! @@

6 ,
? d?
?
? ?-- ?G x
? n y rl) .11 W), I 5
w
Ln V)

\ x

c M
d
N
I y
)-1 z t3

Ld L0 CD
\\ \\ \/ ?'
v ` vv `' ` N CC V 1
6 j
n
, / x 1 i I
I ? Nt . o x

01

'

!

;

N

N N

i-___- -

___

u
` 0.'i
/ 12 v\
I I I vV 0
0 m l

',O$` .0

-- N
x >J 1J ?Ir 6
I
v x
v
C-? r?
M
M I
Uj __
-----

--___
END OF ?J v NI •1 M
°j \- °
471 .?? t
AX
p o N N o m '' ----- ??
BULKHEAD

?
' -----
40? 0,,,_ •_-
\ J cA
'
"% ? c5 ?'
'?
?
I -----
F
!N
W !
--
'I' d c0 VJ U1 ?n Oco N

_"' ?"
?s,,;.? N
a
m
_3
?
13 o
o n
m ----
----
m
3
F S
S -1
?
krgT C
C 33 .7
7.?
{ h
' n mow
4-
am! -----
1
D o a t
, _

igg. c/f
J
55. CID
t Q '?
W r i% z ----- Q z
4 4(99'

2

i N

n

V +1

N 01 Lt {II - ----
F-
Z
?3 t IP 6, v9 v f?? rq d d 17 r-)- o;
I I ? -----
- Q Q
? V 0
Q
S15OB 6
\? N y
I
N II C

W S

h
o

i Q 4 I

m
???I

N

m O cD v1 -
-----

O
Q
SNOR ®i N ? w
T
EAS E ----
------
Y

T CgP soI\
7523IW i ?.
N Cn
0) N w a
? ! W J
>
E F R I0 j O. l
R! L
.
s N CID
CA p
.
M M to CD n Ln

rz? k? ^
{
?? W .
BULKHEAD
v
l
Q
a? N
4 It N c0
M a U1 M d (0 M co n
O N
S
cl, \N N N N h n M N N

As L-

n N'.
SEAL -

LEGEND ,FSO',.
-3.0 EXISTING ELEVATION (PRE-DREDGE)
CED
®1 PROPOSED DREDGE ELEVATION OR GRADE HHL
wo CED
I' . 40'
4921.01
D.n 8/1/05

GRAPHIC SCALE
1'=40' DRAWING REDUCED TO BULKHEAD LAYOUT
:
BULKHEAD LAYOUT
"c
I FIT IT%17 FROM 24X36, Er NUI
cA'o"no'e3
40 80 120
'
' THEREFORE THIS DRAWING
S4
40 0
SCALE: 1
= 40 NOTTO SCALE
i
RIVERWALK -
SEE SHTS C4 & C5 0
CONC. CAP - 1'-6"} °
- - 4 SEE 5507 - i °
x 1-
EL +6.00
1/20 TIE ROD
(A325 STEEL) W/
SEE S508 UPSET ENDS THREADED
0 8'-3 1/4" O.C.
AZ-13x35' STEEL SHEET
AZ-13x10' STEEL
SHEET PILE - PILE BULKHEAD
SEE S503
} SEE 55011
f FOR GUARDRAIL
ATTACHMENT
I
I
EL +9.00
I -
I .
0
a
EL. ±5.00
SEE SHTS. S7, S8, &
S9 FOR FLOATING DOCK
a & PIER
EL_0.0 MSL DATUM
_EL-0-9 MLW
4 SHEET PILE UNITS 0 26.38" = 8'-9 1/2"
PLATE - SEE 509 ANGLE - SEE 5507
PLATE - SEE 5010
- ° d U
I-L I I a l
a J d 14 ° dl
I I
I _ ld
I I I ml ? I I I l I a I I I° (I b

n n" n°n n d 'n
"
11 II
I, a 11
oo o o I. 11 11
II „ u
. o o lii o
LC? 61 2.20.7
PLATE - SEE 501 BOLT - SEE 5010
x ^^-^" _ _ _ 2"0 TIE ROD UPSET
JJVL rLAIV?JGI.IIVIV - OULmnL/AU
SCALE: SEE S501
EXPANSION JOINT 0 100'1 SPA.
4'-0"} CONSTRUCTION/CONTRACTION JOINT 0 26'-(3 TIE ROD SPC.) 4'-9Ye"}
_ EL_ 10.00
° II o 11 0 o lu II ° ° 11 u II ° o 1I ° 11- ° II o II o o j? 0 o
S504 PLAN - BULKHEAD EXP. JT. LOCATION
SCALE: 1/2" = V-0"
S501 SECTION THRU BULKHEAD
SCALE: 1 /4" = i'-0"

( OUTSIDE EDGE EL_-28.00
O F ANGLES)
RIVERWALK - SEE SHTS. y4• 2y CONC. CAP
C4 & C5
CRUSHED STONEBASE #3 TIE 0 8" O.C.
"
- SEE SHT. C5 3/4
CHAMFER
FILTER FABRIC EL, +9,00v 2 - 0"0 BOLTS

J
O TOP EL. +6'-0" MHW 0 4'-0" O.C.

o?op?o?00?00 ° C12x20.7
00 00 ° 0® S504
5504 (3) #7
1 1/2"0 TIE ROD
00
.
-I 0- 0 -- --
- L
y
EL. +5'-0"
0006
N

COMPACT SUBGRADE 00

° 10 °
10
L3z3x3/8 EA. SIDE I

It WASHER
FILL TO 95% i o
O
A WELD CONT. TO SHT. PILE 'v 3/4"x6"x0'-6"
0
?
0 2 - 1"0 BOLTS STEEL SHEET ANCHOR
-
0 °g °
)
' R WASHER SEE 5509 IN 1 1/2"0 PIPE
PILE - AZ-13
CHANNEL - SEE 5509 80,9
0
° SEPARATOR ON EACH -SEE 5603

0 SIDE OF TIE ROD
TIE ROD 1 1/2"o ?
° 0 0° 0
I
- - - - -
S508 SECTION THRU
ANCHOR WALL
I°
?
I EL +3.50 SCALE: i" = i'-D"
I
o
I
00
0
0 f1 ---)JEAN HIGH WATER
SIZE 57 FILTER STONE
0 0
0
0
°
0°o
0Q

FILTER FABRIC o °
0- O 1 1/2"0 DRAIN HOLE
'
-
o o j O.C. W/
06
-0
p°
0 alp?
0
I
d' 12X12 FILTER FABRIC C12x20.7
ro°
o
0
0?
STEEL SHEET PILING
p(
0
C;
o
O 0
8
AZ-13 - SEE 5603
?
?
° D%o
0
I o
°
a
12" MIN. °oqp?
00°00 0
V
1"0 BOLT
1

°oo88 po
b0
g
EL
00 MSL (NGVD DATUM
0 R WASHER

°
"
'
'
I
0
p
? ppn
?' . -
_
.
__-?
- - 3/4
x6
x0
-6 WASHER
"
"
"
'
b4
Q $8 ?° 2 - 1'0 BOLTS 6
3/4
x6
x0
06
0°
bcP°p0o0 oo , IN 1 1/2"0 PIPE

SEPARATOR ON EACH
f? o fQ EL. -0.90 MEAN LOW WATER SIDE OF TIE ROD
JSu/ 5t
SCALE: 1" =
CONNECTION
S5010 SECTION - BETWEEN TIE-RODS
SCALE: 1" = 1'-0"
AD3 a
S503 SHEET PILING E~ Z
SCALE: 1" = i'-0" '" Sa
NZ•^
FULL-AREA BOND
3/4" CHAMFER BREAKER BOARD
- TOP & SIDES INTERRUPT (CUT) (LESS CHAMFER) SILICON CALK (GRAY)
- TOP & SIDES
ALL HORIZ. REINF. 3 4 CHAM F ER EXTEND REINF.
EXP. JT. MATL & STEEL ANGLES /TOP & SIDES
CONT. THRU JOINT
;; I I I I• I I ? L I C I
PLAN - CAP CONSTRUCTION
S505 PLAN - CAP EXPANSION JOINT
SCALE: 1" = 1'-0"
C12 20.7-
1 1/2"0
TIE ROD
2 - 1'0 BOLTS-/
IN 1 1/2"0 PIPE
SEPARATOR ON EACH
SIDE OF TIE ROD
STEEL SHEET ANCHOR
PILE - AZ-13
- SEE 5503
R WASHER
3/4'x6"x0'-6"
BULKHEAD TIE ROD
S509 SECTION - CONNECTION
SCALE: 1" = 1'-O"

8x8 TREATED
TIMBER - (9 V)
SEE SHT. S9
F
x
H.D. GALV.
L6z3 1/2x3/8
3/4' CHAMFER--'
_---
- ` ..
SEE SHT. C5
?
6" CONC.
i
SEE 5507
I
I
S5011 GUARDRAIL ATTACHMENT TO CAP
SCALE: 1/2" = V-0"
S506 OR CONTRACTION JOINT
SCALE: 1" = i'-0"
V-6"
2$" 214' CONC. CAP
X13 TIE 0 12 O.C.
(3)

(2) i6
J
3
a?
LLJ
J
F
z
xa
QU

PERVIOUS BLOCK I / &
OR CONC. WALK
?
.. - o
- F-. I
N
V ?
_ o!
- NOTCH SHEET i°
. I I I III- 0 EA. TIE M w
COMPACT BACKFlLL Om
=ICI II-
PCV SHEET PILE - 8' LONG
SHORE-GUARD 700-GREY
W/ 18' x 12' CONC. CAP
0 1?j =1
z ZQm
W BULL
a1
z
?
Z
F
?
W oo
?:) __9
CLO?W
U
u?
?Alglk
J
W
0
Z 7 Q
a: w- CD
a
0
H
ZOZ W
cc 2E W
LL
a:o O -
CC
0
w
Y
J
D
m
i
ssx
ae+
9? .PrNt??
UHAWINU HtUUItU IU a?^ "xL
FIT 11x17 FROM 2406, cEo

l
u THEREFORE THIS DRAWING "otm
NOT TO SCALE '921'0
om 8/7/05

CANTILEVER RETAINING WALL WALL 0
S5012 SECTION - VEGETATIVE FILTER
SCALE: 1" = i'-0"

c5
0.375
> ? u
w
7.09"
26.38"
WT. PER SF 1.9 Li
SEC. MOD. LF 242

4'-04" 4'-4
SEE S5011 ANGLE & PLATES
RIVERWALK - FOR GUARDRAIL - SEE S507A
SEE SHTS C4 & C5 j a ATTACHMENT
a BOLT - SEE S507A
CONC. CAP - 1 a I s
x 1'-4" -SEE 5507 S507A
E
__________ L +9.00
0.375"
m
\ \ WALER - SEE S507A p
EL. ±5.00
2fi.38"
\ \ SEE SHTS. S7, S8, &
S9 FOR FLOATING DOCK WALER -
WT. PER SF 21.92 cq
w N
\ \ & PIER SEE S507A "
SEC. MOD. LF 24 W 6
12 -- EL 0.0 MSL DATUM ?o z Fnn
\ 12 - - AD 3
c7 mfg
\ 1 1/2"0 HELICAL ANCHOR - 0 Z Di 0'm
- SEE S501A
\ AZ-13x35' STEEL SHEET w a
1 1/2" HELICAL ANCHOR PILE BULKHEAD S502A PLAN/SECTION - BULKHEAD S503A SHEET PILING W¢
0 4-43/4 SPA. \\ SCALE: 1" = 1'-0" SCALE: 1" = l'-O" z F0
PROOF-LOAD TO F- ?oR
36 KIPS EA. FOR
EXPANSION JOINT 0 100'± SPA. w a a?
m --
\
- - - - - - -EL. -1.0.00 44'4"± 4'-O"± CONSTRUCTION /CONTRACTION JOINT 0 26'-4" (6 TIE ROD SPC.) y °
- ---- ---- -
CAP ~ z o
- P4 0
1-------- ----r'"vv"-? -`--- ---r U
-- -- =sa-_a-? ----
h - ---- _ __ mss: ____ -?i?
1 II 11 II ? 11 II II ?pyy,
WALER BELOW 1 1/2"0 HEUCAL ANCHOR
- SEE S507A BELOW - SEE S501A
S504A PLAN - BULKHEAD EXP. JT. LOCATION
SCALE: 1/2" = 1'-0"
1'-6"±
(OUTSIDE EDGE
OF ANGLES)
9R" 914 " CONC. CAP
RIVERWALK -SEE SHTS.?
EL_-28.00 C4 & CS
CRUSHED STONEBASE
- SEE SHT. C5
L------ -
S501A SECTION THRU ALTERNATE No. 1 BULKHEAD
SCALE: 1/4" = 1'-0" USING HELICAL ANCHORS
3/4" CHAMFER INTERRUPT (CUT)
UT)
- TOP & SIDES
ALL HORIZ. REINF.
EXP. JT. MAT'L & STEEL ANGLES
--

S505A PLAN - CAP EXPANSION JOINT
SCALE: 1" = 1'-0"
FULL-AREA BOND
BREAKER BOARD
(LESS CHAMFER)
SILICON CALK (GRAY)
3/4" CHAMFER TOP & SIDES
- TOP & SIDES EXTEND REINF.
CONT. THRU JOINT

PLAN - CAP CONSTRUCTION
S506A OR CONTRACTION JOINT
SCALE: 1" = 1'-0"
COMPACT SUBGRADE
FILL TO 95%
3/4"0 DRAIN HOLE-
0 12" O.C.
WALER - W10x45-
SIZE 57 FILTER STONE -
1 1/2"0 HELICAL ANCHOR
FILTER FABRIC ___l
f ]12
12
vV
0L
%
r,° o a
S, 502AI o OO
0 0 0$0
?? OSog
o 0 00
o0
0 0011°G
0
]3 TIE 0 8" O.C.
3/4" CHAMFER
EL. +9.00 is
IsiA (3) #7 m I
L300/8 EA SIDE OI
I
I S502A WELD CONT. TO SHT. PILE a
i
2-1"0 BOLTS (H.D. GALV.)
_ EL +5.00 _
PC L6x6x3 4 x 6 f
(TO CLEAR SHEET PILE JT.)
y 2 Rol/2' x 53(8"x 0'-5 3/8'
SIDE 1/2- OUTSIDEU / FILLET WELD
_ 1/_2 EL. +3.50
EL. +3.30 MEAN HIGH WATER
J
QzIW
ZO2?
0
?UmQ
r w
CCzZO
LL 0 W
WK<W
>_3z
W?
P Z
<5
a
Pq0 00 u
Poo°o 00

? 0 p °
o
kg%,

?
0
" IQd6, , 0S
0 00
1
3
10 0 1 1/2
0 DRAIN HOLE
'
"
(",c

00
n
c
1
a
Qo
00
000
0 6
-0
O.C. W/
j 1
0
12" MIN
0? 12X12 FILTER FABRIC ° ?.
a SEAL
.
0 0 0 to °O STEEL SHEET PILING z p
7
p
"bo8? 8
b00
° AZ-13 - SEE 5603 8oinc?:4?,E
0
IpO?o oo
u
p?oo D .
po08 rQRbC __
ATUM)
_--EL. 0-.00 MSL (NGVD D- --
----'- -'
0 0
?a a p
8 °o?
?
oaam re Cm
0 0 0
Co
C°000 I?
O
I?OxJp ouxn HMl
L q0°o EL. -0.90 MEAN LOW WATER CED
NOTED
S507A SECTION THRU CAP
SCALE: 1" = 1'-0"
FIT 11x17 FROM 24x36,
THEREFORE THIS DRAW
NOT TO SCALE

1'-6"± 6" SEE 55011
RIVERWALK - FOR GUARDRAIL
_ _SEE SHTS C4 & C5 j o I ATTACHMENT
Ion
0
SEE S507B_ EL +9.00
\ ? iv
\ r
\ HP12x53 x 40' LONG
\ \ 0 8'-9 1/2•± SPA SEE SHTS. S7, S8, &
\ TEST LOAD TO S9 FOR FLOATING DOCK
\ \ 72 KIPS UPLIFT & PIER
\ EL. 0.0 MSL DATUM
EL0.9 MLW
\ ld
12 \ i 12
\\ AZ-13x35' STEEL SHEET
\ PILE BULKHEAD
i
? EL. -10.00
1 F
_ _ _ EL_-28.00
S501B SECTION THRU ALTERNATE No. 2 BULKHEAD
SCALE: 1/4" = 1'-O" USING BATTER-PILE ANCHOR
3/4" CHAMFER
- INTERRUPT (CUT)
TOP & SIDES
ALL HORIZ. REINF.
EXP. JT. MATL & STEEL ANGLES

I . I'•.

FULL-AREA BOND
BREAKER BOARD
(LESS CHAMFER) SILICON CALK (GRAY)
TOP & SIDES
3/4" CHAMFER
/-
,--
- TOP & SIDES EXTEND REINF.
EXTEND
/ THRU JOINT
I I 1 1 `•:,
yr? 1/4 0?0 O1:1 acl
0
1/4 ?0 0 Oo
?12 110%0100
,2 ? I$°°°
( -o° 00
COMPACT SUBGRADE 0
FILL TO 95% 0
I X00
SIZE 57 FILTER STONE 00
0 000
FILTER FABRIC 0G 0
0
I oo moo'
1 2" MIN.
Inn ° o
p- 0°
L
S505B PLAN - CAP EXPANSION JOINT
SCALE: 1" = 1'-0"
PLAN - CAP CONSTRUCTION
S5066 OR CONTRACTION JOINT
SCALE: 1" = 1'-0"
EL. -0.90 MEAN LOW WATER
S5076 SECTION THRU CAP
SCALE: 1" = 1'-0"

WT. PER SF 2
SEC. MOD. LF 4. N
o n
AD 3 F z wm
h 5<.
O Z W7
04
S503B SHEET PILING E-? W
SCALE: 1" = i'-0" Z wo
F =o
I
_
?Z §
-
Y
x xo
DRAWING REDUCED TO
FIT 11x17 FROM 24x3E
THEREFORE THIS DRAWI
NOT TO SCALE
rrc Haim
r? Hasa 1921.01
S5B
4'-44'4"
4'-44'4"
(4) BOLTS - SEE S507B
SHEET PILING
a?
0.375•
r
7.09" e
° 26.38°
W12x58
SEE S5078 FOR
PLATES & BOLTS
HP - SEE S5018
S5026 PLAN/SECTION - BULKHEAD
SCALE: 1" = 1'-0"
EXPANSION JOINT 0 100'± SPA.
CONSTRUCTION/CONTRACTION JOINT 0 26'-4" (6 TIE ROD SPC.) n n
S504B PLAN - BULKHEAD EXP. JT. LOCATION
SCALE: 1/2" = i'-0"
(OUTSIDE EDGE
RIVERWALK - SEE SHTS. OF ANGLES)
C4 & C5 2^ CONC. CAP
S504B
CRUSHED STONEBASE #3 TIE 0 8" O.C.
- SEE SHT. C5
PILE CUT-OFF LINE 3/4 CHAMFER
EL. +9.00 N
)pOo p°
,°0 02
SEE S501B 7 f 1/2' °0 co u?
-1 11"F 3/8 uq 0?v
13/8
10/2"x8"x0'-8" -
S5028
°
W/ 1 1/2.0 BOLT
& WASHERS -
TYP. BOTH SIDES
HP -
-\ _(3)f7
m I
)4B (3) 17
itt
M I
L3x3x3/8
S502B WELD DCONT.
TO SHT. PILE
i
4-1 1/2"0 A325-X BOLTS
& WASHERS (H.D. GALV.)
1
I 3/4.0 DRAIN HOLE
® 12" O.C.
I
R 1/2"
EA. SIDE
EL. +3.50
_ EL +3.30_ IAEAN HIGH WATER
U U'lmk
qJ_
W Q
Q W
z =1
CC it
0
U co Q
I-? 04C
zo 6z
o Z z 0
Z
a W V
Wz<W
>_ Zcl)
W C6
I- Z
ag
08
" '"A(k 2 6S"
0
00 0
00 1 I/2
0 DRAIN HOLE
o 6'-0" O.C. W/

6*
)? 0 12X12 FILTER FABRIC - 'n BEAL ?6

Io°
P
STEEL SHEET PILING 10
ioo
000 AZ-13 - SEE 5603

EL. 0.00 MSL (NGVD DATUM)
_ --

// me,

LI

LII

3/4" DBL. CHAMFER
W/ SILICON CALK
- TOP & SIDES
S602 VSEE S507 FOR CAP REINF.
----------- - i- ?- ?- ?}--I--t -_?-- -h- -----------
II I? I I?J\?I I II II #4 L1® 12" D.C.
----------- -?+-?--? -----------
r It- ?-?----1r-- n #8 I-r
- 1-eI
2)+# 4©®,Z O.G.
I
I
\
I
? IN I
I
I (4) #8 DIAG.
EA. FA.

li I /I I\ ,I 2 FACES
l; I/ I I I; J
1\ I I /? I I
I I /11 ---
--- --- -----
- I j I --- ?- ---
-- 111_1\\
00
I M 91
I --
I \??/ IN N
1 I - I \ / Iv ?I i #4 fl ®12" O.C.
I?1? ??---.?----I (27F
?r--?
I II I I 1\ /? I I I I
L___
v EXTEND ALL HOOKS TO
3" FROM EDGE OF CONC.
4000 PSI CONC.
30" I.D. CONC. PIPE
(OR 24" I.D.)
SEE S601 FOR REINF
SEE PLAN &
o0oo .0 0 X01 ° °Ooo oc
Icp°0a 8?0rn0??°. a
00 0 000 00°o??o
I 0 ooop o0 0•
°-?T-?llTT11=?f'I _
?-
COMPACT FILL TO 95% O.M.C.
FILTER FABRIC
2'-6" x V-0" DEEP FILTER
EL. +9.00
1 CAP REBARS
(EXTEND CONT.)
?o °000000° I I
j 8000 I _ CAP REBARS
° --- (EXTEND CONT.)
?000P fl
° f 00° -(2) #8
----------- 4------I
X11 II
I
X11 II N
?I I I I (4) #8 DIAG. °
EA. FA.
_ -- 1 ( I 1
I I
---- --- -I I I I PIPE INVERT +4.49'
-0 0 a0 P ASIA,)
0 00 obbo° oo I I ro W
o°,Oa°"° ?? I I N 00
Q? _20 vo.° C 0
T- I J-----IIL EL. +2.83'
J
I U ?
I I M
I M
L3x3x3/8
- 20'-0" MINI WELD TO SHT. PILE
I
0
l0. c:10
PoR obo0
IcYc9obo
III-I000-
1-1111 ova
-III-1 0 c9? z
II I0000000o 00?oo I
L°o-Laas L
S601 STREAM FACE ELEVATION OF HEADWALL
SCALE: 1" = 1'-0"
i
STREAM FACE Ij
I'
N ? II II
PACK END W/ OAKAM &
FILL SPACE INSIDE W/
SILICONE CALK
STEEL PIPE SLEEVE
W/ FLANGE, GLAND, & GASKET
(I.D. 1"3 LARGER THAN PIPE O.D.)
S602 SEC110N - HEADWALL
SCALE: 1" = 1'-0"
TYPICAL BULKHEAD PENETRATION DETAIL
S603 FOR SMALL PIPE. CONDUIT. & CABLES DRAWING REDUCED TO
SCALE: 1 1/2" = V-0" FIT 11x17 FROM 24x3E
THEREFORE THIS DRAM
NOT TO SCALE
STEEL SHEET PILES: SECTION AZ13
CONFORMING TO ASTM A572 - GR. 50.
PVC SHEET PILES: SECTION 700 -
COLOR "GRAY" BY SHORE GUARD.
SHEET PIPE PILES: 14"4 X 0.375"
ASTM A53 - GR. 50.
DRIVE TO 15 FEET MINIMUM PENETRATION AND
10 TONS BEARING PER NCBC EMPIRICAL FORMULA.
ATIN : BY GLIDDEN OR APPROVED EQUAL
GLID GUARD BITUMASTIC, 2 COATS, 6 MILS DRY/COAT,
BLACK, NO. 61778.
UNLESS NOTED OTHERWISE, COAT AS FOLLOWS:
A. SHEET PILES: BOTH SIDES - UPPER 24'
B. MOORING PILES: (STEEL PIPE): - UPPER 30'
C. ALL BULKHEAD WALERS, RODS, MISCELLANEOUS PLATES.
D. BATTER-PILE ANCHOR (ALTERNATE 2): - UPPER 20'
E. HELICAL ANCHOR AND HARDWARE: GALVANIZED.
COAT ALL SURFACES (PLATES, WASHERS, NUTS, ETC.)
EXPOSED TO EXTERIOR.
F. ALUMINUM: NONE
G. CONCRETE: NONE
H. RAILING POSTS: NONE
J. RAILING AND HARDWARE: SEE DETAIL
LAYOUT:
THE GENERAL CONTRACTOR SHALL PROVIDE ALL LAYOUT
REQUIREMENTS TO CONSTRUCT HIS WORK TO THE LINES
AND GRADES AS SHOWN ON THE PLANS.
STRUCTURAL STEEL:
1. DESIGN, DETAILING FABRICATION, AND ERECTION OF STRUCTURAL
STEEL SHALL BE IN ACCORDANCE WITH THE STEEL CONSTRUCTION
MANUAL OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION,
NINTH EDITION, UNLESS OTHERWISE MODIFIED ON THE DRAWINGS
OR IN THE SPECIFICATIONS. p
2. STRUCTURAL STEEL: ASTM A36
3. BOLTS: A325 3/4-INCH DIAMETER H.S. BOLTS H.D. GALV., U.N.O.

4. WELDING ELECTRODES: A233 E70 SERIES y
5. ALL WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN ?I
WELDING SOCIETY STANDARDS, LATEST EDITION. c W a
6. DESIGN CONNECTIONS FOR FULL STRENGTH MEMBER.
?Nt"
E1 z 2
7. STRUCTURAL STEEL CLEANING: STEEL STRUCTURES PAINTING 5<9
N o
'
COUNCIL LATEST EDITION: TO SUIT PAINT CO. REQUIREMENTS. 0
w
om
PAINT ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL
8 z z
0i
?
.
WHICH IS NOT GALVANIZED. CLEAN, PRIME, AND PAINT WITH w
0
TWO-COATS OF EXTERIOR MARINE GRADE PAINT. a?
TOUCH UP AS REQUIRED IN FIELD AFTER ERECTION. z ¢0
9. NO SHOP PAINING ALLOWED WITHIN 3-INCHES OF FIELD WELDS. iirv
10. ALL ERECTION WORK FOR STRUCTURAL STEEL SHALL BE CARRIED
OUT IN STRICT ACCORDANCE WITH LATEST OSHA REQUIREMENTS. w az W,
CONCRETE: Vi $
1. CONCRETE WORK SHALL CONFORM TO ACI 318, LATEST EDITION. 0-4 z n§@
2. PRE-CAST, PRESTRESSED CONCRETE: 94 0
5,000 PSI AT 28 DAYS WITH CORROSION INHIBITOR. U U
3. CAST-IN-PLACE CONCRETE:
CONCRETE PLUG 4,000 PSI TYPE I WITH CORROSION INHIBITOR.
A
4. PRESTRESSED STRAND: ASTM A416, GRADE 270 lL
INITIAL PRESTRESS FORCE FOR 7/16" DIA. STRAND = 21.7 KIPS
AND FOR 1/2" DIA. STRAND = 28.9 KIPS.
5. REINFORCING STEEL BARS: ASTM A615, GRADE 60 EPOXY COATED,
UNLESS NOTED OTHERWISE. EPOXY COATING ON REINFORCING
SHALL CONFORM TO ASTM A775.
6. CONCRETE COVER FOR MAIN REINFORCING AS FOLLOWS:
CONCRETE SURFACE EXPOSED TO SOIL: J
UNFORMED SURFACE: 3 INCHES
Q
FORMED SURFACE: 2 INCHES <
CONCRETE SURFACE EXPOSED TO SEA WATER IMMERSION:3 INCHES W
CONCRETE SURFACE EXPOSED TO WEATHER: O
SLABS: 2 INCHES
BEAMS: 2 INCHES
7. CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4" x 45 DEGREES. Z
8. CONCRETE SHALL HAVE AN APPROVED ADMIXTURE TO PROVIDE Q
4 PERCENT TO 6 PERCENT ENTRAINED AIR.
9. CONCRETE FINISH: Q Z W
EXPOSED BEAM SIDES AND TOPS: WOOD FLOAT AND RUB Z J Z
SLABS AND CURBS: WOOD FLOAT AND BROOM PER DETAIL. O
Q
?
GROUND ANCHOR SYSTEM:
1. ANCHOR TYPE 0
A. BASE BID
STEEL TIE RODS: ASTM A325 WITH STEEL SHEET PILE ANCHOR W
B. ALTERNATE NO, 1 0
x
ANCHORS SHALL BE HELICAL STEEL ANCHORS ASTM A325 0 Z Z
GR. 44 WITH HELICAL LEAD SECTIONS AND EXTENSIONS AS O
MANUFACTURED BY A.B. CHANCE COMPANY OR APPROVED
EQUAL H.D. GALVANIZED ALL STEEL. LL
C. ALTERNATE NO. 2 W Z
STEEL BATTER PILE UPLIFT PILES -ASTM A36 > - W
2. ANCHOR CAPACITY
A. BASE BID Z
SHEET PILE IN ANCHORS SHALL BE DRIVEN A MINIMUM OF W
8 FEET INTO UNDISTURBED SOIL. BACKFILL TO TOP OF FINISH d
SUBGRADE PRIOR TO TIGHTENING ROD NUT AT SHEET PILE.
B. ALTERNATE NO, 1 0
WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR Q
EACH ANCHOR AND SHALL INCLUDE: W
1. PROJECT NAME AND/OR LOCATION. I
2. NAME OF DEALER. J
3. DEALER'S FOREMAN OR REPRESENTATIVE WHO WITNESSED
INSTALLATION.

4. DATE AND TIME OF INSTALLATION. co
5. LOCATION AND REFERENCE NUMBER OF ANCHOR.
6. DESCRIPTION OF ANCHOR AND ANCHOR ROD LENGTH ZQ5'
INSTALLED.
7. FOR EACH HELICAL ANCHOR: TORQUE READING FOR
..
6*S';0 •;
E
TERMINATION AND FINAL PROOF LOAD. :
+
8. FOR EACH EARTH ANCHOR: FINAL PROOF LOAD CAPACITY n
BEAL
BY HYDRAULIC LOAD LOCKER GAUGE AFTER ANCHOR
ROTATES INTO LOCKED POSITION.
FIELD INSTALLATION:
,, o
IF MINIMUM TORQUE REQUIREMENTS FOR THE HELICAL ANCHORS
PROOF LOAD OR IF THE MINIMUM PROOF LOAD FOR THE EARTH
ANCHORS HAS NOT BEEN SATISFIED AT THE MINIMUM ANCHOR
LENGTH AS SHOWN ON SECTIONS, EXTENSIONS SHALL BE ADDED HMt
UNTIL THE MINIMUM ANCHOR CAPACITY IS REACHED. NOTIFY Cm
ENGINEER OF RECORD BEFORE EXTENSIONS ARE ADDED AND NOTIM
IF ANCHOR DOES NOT TAKE UP WITHIN 5-FEET OF EXTENDED nF wum 4921.01
LENGTH. ore 8/1/05
C. ALTERNATE NO. 2
PERFORM 1 LOAD TEST (UPLIFT) ON AN IN-PLACE BATTER-PILE
WHICH MAY BE LEFT AS A PRODUCTION PILE IF LOAD TEST IS s m W wk
FAVORABLE. S6
J 6
BOA T SLIP C OUNT GUIDE PILES
PIER PIER SLIP NO. OF NO. OF TOTAL NO. OF TOTAL NO. OF
DESIGNATION LENGTH LENGTH STANDARD SLIPS TRANSIENT SLIPS SLIPS PER PIER GUIDE PILES PER PIER N
PIER A 560' 60' 24 1 25 19 , as
PIER B 543' 60' 46 2 48 31
PIER C 500' 60' 21 1 22 30 `
PIER C 50' 23 1 24 w
PIER D 290' 50' 26 2 28 20 w
PIER E 226' S0' 21 2 23 16 p
PIER F 256' 50' 11 1 - 11 9
PIER B 40' 40' - 8 8 6
PIER H 77' 40' - 2 2 -
PIER I 652' 50' - 13 13 7 a
3,144 172 + 32 = 204 138 " W
TOTAL LENGTH TOTAL NO. OF TOTAL NO. OF [-? W W N
z
ALONG PIER Q BOAT SLIPS GUIDE PILES yam

W

?? ozd;o
woe
?w zo
_ - - - - - - - --- --- --
- -
- NUTSTREET a
i ? NUT STREET ---------
--- --
- --- ---
- -
- --- U" Wo
---- - -
NEW CURB A GUTTER - -------t_ ---- --
- z 0 2

a CO n
I >°
_ w ] aZm

n
20'
a
20
?
I
r
I o
I '? ? m
r
?-
'? ^ 2 1 w l ?
/
?
W
/
U
i m FUTURE BUILDING FUTURE BUILDING V) FUTURE BUILDING d U
Y
rn
1
x 2' WIDE DOCK 0 EA. GANGW
ALLOW GOLF CART TO PA m I
I N ?
i'-6' BULKHEAD CAP
40' RIVERWALK EASEMENT - SEE SHi. S5 NDP
IRA75 14.5' RIYERWALK
CAR SEE C4 SNTS

n ??
h
t H BENCH SHELTER
A A SECURITY GATE BI. i G. FILTER I -: PLANTING I I - TYP. _ TYP. I
? H Cr
UG FUEL TANKS IJNE?z SHELTER
Nq PuxnxG I:; PLANTING ruxnxc 7YP. OF fi -
RANnxC
RO TINC DOCK aLwnxc PLANTING 40' aIVQ2WALK EASEMENT MOP PROPERtt SEE SHT. CS
TRASH
`? GAN WAY ;v CARTS
a a eo p - ° b WTIH BROW - - N _
SEE . SS
80' H/C a " PLANTING PLANTING
AO' PoVERWPIJ(
ku I
m< t J N ANCWAY PUNnNG b
° EASEMENT
50'-11' < m R °o a ai, _-_ Y6TMWT .. 59 .I ` N PLANTING
°8 ^ ? m W RAxnnc
A N O O
I m e -°
- II
N C 587536"E
_ 4 f.
2 u 7 1 --
m
BULKHEAD
o ' x FACE DF
p X Co- g<
'! a < _-_ IS ON PROPERTY LINE
-_ r
d _
0 0 _-
r -
Wo --_ ?' --_ - I---_ --_ F 8" CLR
I Q z
< 9' RLOATINC DOCK Z 0
z _ _ v a,
95 FU P?tFY - m - - - ; - Q Q Z
?' 0 ° + YI VI m + v - m - ---
f - - 3 I- -
iE CL
04 °' '?4"
END OF,
?? (I) BULKHED ° < " I Z Q
10. om a a I O ;? a m " m r o -I r o o "
`(OC47fw6A BUUWEAO 2. `?y o - - " ^ - - - m '^ n 5 d3 o Z Z I Z_ 1 FAz/ LLIO
AIA
\ $ SC?' • + PIER Bail z
S 50 50 a a a m a ? s
T FLOATING' cc
l5 000K \A'? ?\ 76'
FZL'`eT FAIRWAY •\\ '0; m ° v?' --? m
- I
nQk vG f\50' 95 fO PIER D\• :\ N IL - N 'o a 14-0 PIER GUIDE SUP LW;Ty -'Y •'\ `.i0' 9' `so ? `5)LOCATE AS SHOWNPIlES
\ S 650. 'Y W21/r ?rAL1 B>\ ?(5?J?rK' --_ r
T y 7
(ARC
I ?"???AQJ
Cq BT Rrf( ?'I Q N n n ~ I in u --_?' EpSTa HE
c4aq
?uu 00 D 1 ` n ` \ ilf O N PAMUON Qt E99109
V S0 m N

?T

' BY CITY N.I.C.
PoYERWALK o 2581 m
i?q?.NUiNE t':

,
14"0 PIER GUIDE 60
25' 25' 1
I' '1
PILES 0100' O.C. ?-
TRANS -- -
' --_ v -
.
--
TRANS -
o
?_- «
_
_ s'
14 zs' m Ewsr. Daa
¢9am 9c CED
PI ER Q?"v
?'{? •i°v
-- ?.
-

` -i°v av.xx an HWL
axltt caixa CED
ap
J ° b

"N (5) 14.0 PIER GUIDE PILES -
>LOQATE AS SHOWN uue. I- = 50

N.G GRID NAD'97 MARINA
PLAN -?-
TRAN _
_-
- 9?c Hausa: 4927.07
.
6/1/05
SCALE: 1" = 50' ,
S
L -
i-!MANS. o.?
.

GRAPHIC sc
F
1'
s0' PIER
-
TRA
\ DRAWING REDUCED TO MARINA PLAN
A
:
=
9 9'
' NS
' FIT 11x17 FROM 24x36, x¢ xu9sa:
7T 50' 60' 91' 60' BO' 91
- ° FACE OF CAP
THEREFORE THIS DRAWING
50 0 50 100 750 FAIRWAY FAIRWAY FAIRWAY PIER A
.
6. S?
9
_ NOT TO SCALE
RVISD

RUBSTRIP
(2) WALERS
VINYL FENDERING #1 S4S SYP .6 CCA POLYETHYLENE CAP
"
THK. (WHITE)
3/16
3/4" HDG THRU
RODS TOP EL.
r - -
i6d HOG NAILS
PVC TUBE 3 S.S. SCREWS
4" SPLIT RING 4" SHEAR PLATE
"
(AS REQUIRED) (AS REQUIRED) 2„ 10
DETAIL ,A, CLR. 2"
SCALE: 1 1/2" = 1'-O" 3"t R.
9'-0" FLOATING DOCK

" 5'-0" FLOATING FINGER PIER SLIDE PILE GUIDE
DETAIL 'A' S
} - THIS SIDE 0
' FLOATING DOCK / FINGER PIER DOCKS ONLY - 4 t
SEE 5803 {--{
/ -------
W Z _ ____ _ _ _ __
e
om ??a
m
m .I a ? ?" I` 3/4" THRU-ROD (H.D. GALV.) f -------

w 0 \
O a
w
N PVC TUBE
°
oma }
rc
o ? .I
z SOLID POLYSTYRENE CORE
u
-
EPOXY COATED
REBARS
2x2x14 GA. W.W.M. H.D. GALV.
LENGTH OF EACH FLOAT SECTION PILE
- THIS SIDE 0 DOCKS ONLY
5,000 PS CONCRETE SHELL
"
SHALL SUIT DOCK & PIER DIMENSIONS
- SEE S803
2 1/2
MIN. THICK
S801 SECTON THRU FLOATING DOCK @ PILE
SCALE: 1" = i'-0"
WALERS FLOATING PIER
o I 0001-4" PVC RACEWAY
N
FIREMAIN
N SOLID POLYSTYRENE CORE
?? 41
>Y4.IE:
ALL STRAPES & HANGERS TO BE STAINLESS STEEL TYPE 314
S804 TYPICAL UTILITY HANGER INSTALLATION
SCALE: 1" = 1'-O"
I
POTABLE WATER LINE
SEWER LINE
EXIST. CONC.
DOCK
CLR.
5" X 15' GLULAM WALERS
3/4"0 BOLT TYP.
RUB BOARD TYP.
3/4"0 THRU ROD W/ SHEAR
PLATE & SPUT RING
1"0 THRU ROD
6" X 8" FENCE WALE TYP.
4" X 8" FENCE BOARD
CARRIAGE BOLT
WALERS ---,
MACHINE BOLT
CARRIAGE BOLT
UHMW PAD & `1
ADJUSTABLE o
BRACKET A. I
o
A THRU ROD
B
EPOXY Z F
COATED R
REBAR 2 1/2" UHMW ROLLER FLOAT
O 0 HjC
WOOD RUBSTRIP o a o z j 0
z
NOTES ?1 V W
® ® 1. ALL STEEL FRAMES TO BE 1/4" MIN. THICK CARRIAGE BOLT
WITH CONT. WELDED JOINTS & HOT-DIP ? z mz
) LROD ® i
THR
GALV. AFTER FABRICATION WOOD RUBSTRIP (4
2. ALL BOLTS, NUTS, & WASHERS IN PILE GUIDE (4) LOCATIONS P4 a ?
SECTION A-A FRAME TO BE STAINLESS STEEL (TYPE 314) SECTION B-B W a3gg
P4 o
S802 STANDARD FINGER PIER END PILE GUIDE S803 TYPICAL SIDE PILE GUIDE ?gL
U
SCALE: 1" SCALE: 1" = 1'-0" CAP &
T/PILE EL. +15.00 -SEE 5801
PILE GALV. PILE GUIDE -
POWER PEDESTAL BY
MARINE POWER &
LIGHTING, INC.
UTILITY CENTER OR
APPROVED EQUAL
FLOATING PIER
1 1/2" PVC
SLEEVE
TO DECK
4 PVC SLEEVE WATER SWEEP
PULL BOX (PVC)
7
POLYSTYRENE CORE
S807 TYPICAL POWER PEDESTAL
SCALE: 1" = 1'-0"
DOCK
EL. 0.0 MSL DATUM
EL. -30.0
B
UHMW ROLLER W/ S/S
AXLE AND ADJUSTABLE
BRACKETS
PILE FRAME FAB. FROM
f 3" X 3" X 5/16" ANGLE
i'-2"0 x 45'
14"0x0.375 WALL ASTM A53
STEEL PIPE PILE -
DRIVE/JET TO 10 TONS
BEARING.
COAT W/ 2 COATS COAL TAR
EPOXY BITU-MASTIC - 300
BY KOP-COAT.
S808 TYPICAL PILE DETAIL
SCALE: 3/16" = 1'-0" FOR GUIDE PILES AND
FREE-STANDING MOORING PILES
DRAWING REDUCED TO
FIT 11x17 FROM 2406,
THEREFORE THIS DRAW
NOT TO SCALE
J
0
0
Z
Q
Z:3 C6
Z
Qcr 0
U
Z0
OZ
l?L o Z
H" g
w9
a
>3
U
0
0
z
Q
0
J
u-
?
sExE -
30:` m q_
%?9 haiNEE:o?`
agom m CED
OMw R N111.
OI.W%GNIIII CED
rrx NOTED
S8
UHMW ROLLER W/ S/S
AXLE AND ADJUSTABLE
BRACKETS
S806 0 PILE ISOMETRIC
SCALE: 1/4" = 1'=0"
S805 TYPICAL WAVE ATTENUATOR FLOAT W/ FENCE
SCALE: 1" = 1'-0"

S901 TYPICAL ELECTRICAL PANEL FRAME
SCALE: 1/2" = 1'-0"
9-0' NOM.
BULKHEAD 8 CAP
SEE SHT. S5
SEE 'ENEIRATION-
DETAILS SHT. S5A
GANGWAY WATER FLEX
OR ELECTRIC FLEX)
NECTION - -
ALE EL t15A __-
,-22' GANGWAY EXCEPT 80'
0 H/C ACCESS. RAMPS
--
_-\
i
s?.
FLOATING DOCK
SEE SHT. S8
FLOATING PIER
_crar-
__ -EL--J 0.00
S905 TYPICAL GANGWAY ELEVATIOP
SCALE: 1/4" = 1'-0"
ALUM.
w

9x8 TREATED
TIMBER POST
lam)
8x8 71MBER TOE RNL
?i 1/2x8x8 BLOCK
Y
LL
-A I
4 ?
MI'N.
I'4'0 GALV. BOLT
A,
S904 GUARDRAIL POST
SCALE: 1"=1'-0" ® EXIST. CONCRETE DOCK
EL-0_9 MLW
-
FLOATING DOCK
- SEE SHT. S8
o m
L ?wj N
IT,
C-' H HNC
H 7<m
O ? aJ2a
tIi 0 m
0 W WoE
l u
l (fJ a
?za=
XZ?
E~ Xo?
w ] (L
v!) 126'
a o
Uua
s
11
?Alwk
J

W

z
Q
Q U)
zm z
0 0

OLS QC U ?
L w
N

Oz

cc :e z
w? a:
It <
wz

It 0

0
w
z
g

w
0
N_

i'
n 9F?L r
(1 '.. 1q1 mE

FIT 11x17 FROM 24x36,
THEREFORE THIS DRAWING cI
NOT TO SCALE Cl
a.9m coma: CI
swe N!
DESIGN NOTE: A'
GUARDRAIL, POSTS, POLES, AND ° 8'
BANNER DESIGN IS A STANDARD
ADOPTED BY THE CITY OF
WILMINGTON FOR THE RIVERWALK
AND THE GENERAL CHARACTERISTICS 9xaY euu9ln:
,
MATERIALS, & FINISHES S9
WERE FURNISHED BY THE CITY.
REVISE
FIRE HOSE
V
55
2"1 FlF
TYPICAL FIRE HOSE
S903 CABINET RISER DETAIL
SCALE: 1" = 1'-0"
S902 TYPICAL FIRE HOSE CABINET ISOMETRIC
SCALE: 1" = 1'-0"
S906 PLAN - FUEL DISPENSER PLATFORM S907 SECTION - FUEL DISPENSER PLATFORM
SCALE: 3/16" = 1'-0° SCALE: 3/4" = 1'-0"
GRAPHIC SCALE: 3416" = 1'-D"
0 4 12 6

E

1
1

Li

n

POST
I
woo"
RAILING
E2
N ?
TWO (2) 3' X 3/8'
STAINLESS STEEL PROVIDE INSULATING
LAG SCREWS (TYPICAL) NEOPRENE WASHER TWO (2) 4'X1/2'
THERMOPLASTIC - BETWEEN BOLT HEAD STAINLESS STEEL
E]ASTOMEA CUSHION 12-1 AND COLLAR. -, SCREWS
LIGHT
STANDARD 12'
STAINLESS
STEEL CLAMP -
251 OMEGA SERIES CLAMP -
#064MS172(TYPICAL) - COLLAR ELEVATION COLLAR SECTION
SECTION IA - A" zSI SCALE: 1 1/2"-f-o' SCALE: 1 , -1'-II
SCALE. 3'-I -O' 8GG-323-7053
134-467-9755 FAX
WWRCUSHAC.AMP.COM
NOTE:
ALL LAG SCREWS SHALL BE ASTM
GRADE A316 STAINLESS STEEL.
DIA. 4' DIA.
LIGHT - LIGHT
STANDARD STANDARD

A - A ZS O
EGA SERIES CLAMP
M
#064MS072 (TYPICAL)
IE EE
_?
e
39074 WEBB COURT
WESTLAND, MI 48185
800-323-7053

E
lm
II 734-4a7-9755 FAX
I
WRW.CUSHACLAMP.COM

- - BREAKAWAY LICIT POLE

PA
WITH BANNERS
BANNE
F, iffi 0 R POLE
BOLTED
TO BACK
OF POST
.. TWJ (2) 3'X3/8- STAINLESS STEEL
,
LAG BOLTS (TYPICAL)
n 3' LAG BOLTS , BANNERS
140. 508 FITTER ?- FINIAL SAME FINISH AS POST
WELDED TO POST N I? A85O LEXAN)
X 27-
TYPE IA REFRACTOR r
- ?1/4- WALL
150 W HPS
1,5 VOLT
BALLAST ROUSING
N HEAD OF POST
4" DM. 125 WALL
6061-Y6
STRUCTURAL GRADE ALUMINUM
v4" WALL
ACCESS DOOR PROVIDES
EASY MAINTENANCE
N FLOOR 3/4' THICK
4 ANCHOR BOLTS
CITY OF WILMINGTON STREET LIGHT
SCALE: N.T.S.
1) DESIGN IN ACCORDANCE WITH AASHTO"STANDARD SPECIFICATION
STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND
TRAFFIC SIGNS' FOR 100 MPH STEADY WINDS +30% FOR WIND
GUSTS, TO SUPPORT FIXED SIGNALS WITH BACK PLATES & SIGNS.
2) GALVANIZED ANCHOR BOLTS ARE REQUIRED. WHEN INSTALLING
POLE LEAVE A SPACE BETWEEN THE ROUGH FOUNDATION AND
BASE PLATE. THIS SPACE IS TO BE PACKED WITH NON-SHRINK
GROUT ALLOWING A WEEP HOLE FOR CONDENSATION DRAINAGE.
3) CONCRETE BASE DESIGN (DIMENSIONS, REINFORCEMENTS (ETC.)
BE AS RECOMMENDED BY THE MANUFACTURER.
4) WILL HAVE A FACTORY APPLIED BLACK PAINT FINISH.
5) STREET LIGHTS TO BE SUPPLIED BY CITY. FOR CONTRACTOR'S
INFORMATION T-16.07.6 STREET LIGHTS - MANUFACTURED BY
STERNBERG VINTAGE LIGHTING FIXTURES AND ORNAMENTAL
POLES 312-478-4777.
6) LIGHTING REQUIREMENT IS AN AVERAGE OF 1.2 CANDLE POWER
PER SO. FT. AND MAX. UNIFORMITY OF 3:1 (AVERAGE TO MINIMUM)
7) DESIGN FOR 100 MPH STEADY WINDS +30% FOR WIND GUSTS AS
PER '1985 AASHTO STANDARD SPECS. FOR STRUCTURAL SUPPORTS
FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNS"
SINGLE FIXTURE STREET LIGHT
POLE - 4212 FP
LUMINAIRE - A 850, LEXAN, 16 1/2"x27'
REFRACTOR - TYPE III
FITTER - N0. 508
COLOR - BLACK
150 HPS 2
0
F
W
?o
CURB a
0-7'0 DOLT CIRCLE ? 5- BOLT
SQUARE
NOTE: FOR ORIENTATION TO CURB
OTHER THAN SHOWN,
CONSULT FACTORY.
ANCHORAGE DETAIL
SCALE: N.T.S.
. PROVIDE HANDHOLE ENTRY
FOR UGHT POLES ONLY - '
0 LIGHT STANDARD
COLLAR ELEVATION
_- & SECTION .1
RACEWAY CONTRACTOR HA-L----
ROUT WOOD TIMBER FOR
RACEWAY ENTRY, .• _ DO
LIGHT FLAG POLE CONNECTION LUMINAIRE ELEVATION
SCALE: 1-=I'-O" SCALE: 1/4"=1'-0"
BANNER POLES SHALL BE
SUPPLIED TO MATCH
WWNAIRE POLFS WITH
BREAKAWAY BANNER ARMS
& POLE CAP AS INDICATED
HERE

0
0

4-GALV. ANCHOR BOLTS
° 40LT LIGHT FIXTURE & POLE DETAIL
SCALE: N.T.S.
POLE LIGHT FIXTURE & PO SPECIFICATIONS
MAC /8 (CU) LUMINARE SPECIFIC ATIONS
ANCHOR BOLTS JUMJER UPPER CAGE: 15.64" DIA. X 7.82" HIGH ALL ALUMINUM CONSTRUCTION
SIZE & PATTERN BALLAST HOUSING: 8.0" DIA. ALL ALUMINUM CONSTRUCTION
1' CHAMFER MOUNTING PLATE REFLECTOR: 24.0" DIA. X 2.5' HIGH SPUN ALUMINUM
SEE NOTEOI SLOPE VANES GUARD: 17.26" DIA. ALL ALUMINUM CONSTRUCTION
- (Rff. UYTILIT PLANS)

BRIO( y?S,
PA
DIFFUSER:
12.88' DIA. CLEAR ACRYLIC
NERRWGeONE DATIERN REFRACTOR: 6.0' DIA. X 7.0' LONG BOROSILICATE GLASS FOR A TYPE
1/2- EXPANSION JOINT + ,' SAND MORTAR BED (5) I.E.S. DISTRIBUTION
MATERIAL TO WRAP 4' CONCRETE ELECTRICAL SPECIFI CATIONS
LIGHT POLE FOOTING
AND C,TFLUSH PATH 8' GRAVEN.
BALLAST:
175 WATT/240 VOLT CORE AND COIL MOUNTED IN LUMINAIRE
?A? FINISH 3/4" 1-#8 LAMPHOLDER: PULSE RATED MEDIUM BASE PORCELAIN
5-#5 VMTICAL . I LAMP: 175 WATT METAL HALIDE (ED17), BY OTHERS
REBAI4 EQUALLY RECEPTACLE: 20 AMP, 125 VOLT DUPLEX INDUSTRIAL GRADE, NEMA 5-20R
SPACED I
(BALLAST NUMBER:
ADVANCE #71A559-500D 240 VOLT)
ANCHOR BOLTS j CODWAD
NNECDDIN
POLE SPECIFICATION
S
PVC RACEWA , SHAFT: ROUND STRAIGHT ALUMINUM 4.5' DIA. X .25" WALL
AS INDICATED
' ARM: 3.0' DIA. ALUMINUM TUBE

.
#4 REBAR TIES 3/4-AO' GROUND ROD HANDHOLE: PATH COVER
O,0" O.C. 24'1 COFNCHETEEBASE BASE COVER: ALL ALUMINUM CONSTRUCTION COVER UFT FOR HANDHOLE
ll3?DDD0 PSI) ACCESS
BASE: 9 0" SO X 3 0' HIGH CAST ALUMINUM
BASE TO MATCH ., B ELEDD EDGE AL HTAP1N??DA SM? ANCHORAGE: (3) 5/8" X 16" X 2.0' GALVANIZED STEEL ANCHOR BOLTS
Cry OF %,
LIGHT ON 74164 IISUIIED AND SLOPE, EXPi.i=J FGOTNG ON ON A 7.0' BOLT CIRCLE.
STANDARD D LIGHT
POLE BASE BANNER PONES SHALL BE LOW SIDE OF SLOPE TO BE FIBSEI SMOOTH. FINISH: BLACK
SUPPLIED TO MATCH NOTE BOCK PAVERS THAT ABUT LIGHT POLE
LUMNAINE POLES WITH FOO7NC ARE TO BE CUT AT AN ANGLE THAT IS FLUSH
SEE DETAIL BREAKAWAY BANNER ARMS AGAINST EXPANSION JOINT LEAVING NO GAPS NOTES
FOR CONNECTION & POLE CAP AS INDICATED
HERE 1. FIXTURE TO BEAR -UL" LABEL "SUITABLE FOR WET LOCATIONS"
2. POLE & LIGHT FIXTURE AS SHOWN SHALL BE STERNER ,#35576000 OR
fFWAY RAKINFR Pni P, cPACnnIAI RAKIKIr-7D DnI E' I inu-r/DANINICD mni r- DACr' nr-rAII APPROVED EQUAL.
SCALE: 1/2-=1
Ida ? ? ?i
Z uj
N (50
Ozw00
zu
Q?
?zMW z
F von
w .? aZn
ao
Uu;
wnW
0
Z
Q
z &_j
!= j5
a: w QQgw
C U ? Q
w (j)
0ZZ(f)
LLomd
F
W z J=
> Q
Iz
w
Q
?AIJ? ? oS"
?'Pf88i0 Y•'.
?.
SEAL
:?9Y 1,OIMEe,p?,'-
DESIGN NOTE:
GUARDRAIL, POSTS, POLES, AND
BANNER DESIGN IS A STANDARD ED
ADOPTED BY THE CITY OF r
WILMINGTON FOR THE RIVERWALK ED
AND THE GENERAL CHARACTERISTICS, a m
MATERIALS, & FINISHES 921.c
-1
WERE FURNISHED BY THE CITY. ni0
DRAWING REDUCED TO
FIT 11x17 FROM 2406, [i„ 6LR,
THEREFORE THIS DRAWING S10
NOT_TO-SCALE
Form DCM-MP-2
'EXCAVATION
FILL
AND
' (Except 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.
Describe below the purpose of proposed excavation or
' fill activities. All values to be given in feet.
' Average Fwd
Etdstiog Project
lAorb Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
' basin
Boat
' ramp
Rock
groin
' Rock
breakwater
Other
(Excluding
shoreline
' stabilization)
NIA
NIA
1 980' 1 350' 1 +7' MSL 1 .10 MSL
NIA
NIA
NIA
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 148,000 cy
b. Type of material to be excavated
FINE TO MEDIUM SAND
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards 25,000 cy
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area NORTH END OF SITE (ALMONT
PROPERTY) ALTERNATE AREA: EAST COAST TERMINALS
(ALMONT PROPERTY)
b. Dimensions of disposal area 350" x 900
c. Do you claim title to disposal area?
x Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where?
Revised 03195

' Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
' (marsh), SAVs or other wetlands?
Yes _x_ No
If. Does the disposal include any area in the water?
Yes x No
r

3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
?x Bulkhead _ Riprap
b. Length _ 1862 FEET
c. Average distance waterward of MHW or NWL
N/A
d. Maximum distance waterward of MHW or NWL
Marina East side at 480' south end - 230' north end,
e. Shoreline erosion during preceding 12 months
N/A
(Source of information)
f. Type of bulkhead or riprap material
Steel Sheet Pile
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material , N/A
i. Source of fill material
Dredged Area if needed.
' 4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes _x_ No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes _X No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
SEE ATTACHED DRAWINGS ATTACHMENT E to MP-1
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? SEE ATTACHED.
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
ALMONT SHIPPING TERMINALS, INC. _
SID CAMDE."RESIDENJ
App Nam
/ ik"ture _
1 ,-
Date
ReAsed 03/95

EXCAVATION and FILL
ATTACHMENT A FORM DCM-MP-2
page 2 Section - 5. General *a. & *b.
a. Silt fences will be installed along limits of grading as a temporary control measure. Seeding
will stabilize graded or filled areas as permanent erosion control. Specific conditions of a
State approved Sedimentation and Erosion Control Plan will be followed for all work
performed on the site. Dredged material disposal area will be diked all-around for hydraulic
containment with an overflow discharge to limit suspended solids in discharge.
b. Hydraulic dredge, bucket dredge crane, pile driver, dozer, dump trucks, and other standard
commercial and marina construction equipment.

Form DCM-MP-3

UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)

Attach this form to Joint Application for CAMA Major h. Projects that require a CAMA Major Development
' Permit, Form DCM-MP-1. Be sure to complete all Permit may also require a Stormwater Certification.
other sections of the Joint Application that relate to this Has a site development plan been submitted to the
proposed project. Division of Environmental Management for review?
x_. Yes No
a. Type and number of buildings, facilities, units or If yes, date submitted
structures proposed
' One Building for Admin/Control i. Describe proposed method of sewage disposal.
City of Wilmington's sewer system.
b. Number of lots or parcels One parcel for Marina
' 3 parcels for future development.
j. Have the facilities described in Item i. above
c. Density (give the number of residential units and the received state or local approval? _ N/A
' units per acre) _ N/A (Anach appropriate documewation)
k. Describe location and type of proposed discharges to
' d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 10.6 Acres (Marina) waters of the state (for example. surface runoff.
sanitary wastewater, industrial /commercial effluent,
1.97 Acres (Riverwalk Fringe) "wash down" and residential discharges).
No direct discharges proposed. All stormwater runoff will be
' e. If the proposed project will disturb more than one managed & directed per a State approved Stormwater
lan
acre of land, the Division of Land Resources must ..
p
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source
' If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.)
control plan been submitted to the Division of Land City of Wilmington water system
Resources? Yes _x- No
' -
If yes, date submitted To be submitted by engineer &
m. Will water be impounded? Yes X No
approval before work begins. If yes, how many acres? _ N/A
' f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
n. If the project is a oceanfront development, when
Asphalt, concrete, concrete pavers, brick pavers. was the lot(s) platted and recorded? N/A

ALMO Skit COMPANY,
?
g. Give the percentage of the tract within 75 feet of Applicant or
' MHW or NWL, or within 575 feet in the case of an ,
Outstanding Resource Water, to be covered by SS' a9tTure SID CAMDEN, PR DENT
impervious and/or built-upon surfaces, such as r
?''
' pavement, buildings, rooftops, or to be used for Date
?
vehicular driveways or parking.' S ATTACHMENT A -
To MP-3
Revised 03/95
1 UPLAND DEVELOPMENT
' ATTACHMENT A FORM DCM-MP-3
page 1, para. * ,.
This percentage is approximately 52%

1
1
1
1
The majority of green space planned on the site is adjacent to the shoreline, within the
Riverwalk Fringe. This was done to maximize all possible landscaping along the Riverwalk.
Ul

n
n

11

u
u

k-
I

1

G

Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to
this proposed project.
a. Dock(s) and/or P;-r(e)
(1) _x. Commercial -Community __ Private
(2) Number 9 PIERS (A,B,C,D,E,F,G,H,I)
(3) Length EACH 563',522,479',262',220',225',457',76',650'
(4) Width 9 0 ?' at gangways)
(5) Finger Piers Yee No
(i) Number 13,24,23,14,11,6,0,0
(ii) Length 60,60,60,60,50,50,50,50,50 50
(iii) Width 5'
(6) Platform(s) __Yes _x -No
(i) Number
(ii) Length
(iii] Width
(7) Number of slips proposed 172 Private + 32 Transient
(8) Proximity of structure to adiacent rinarian
property lines See Plan
(9) Width of water bodv 450'
(10) Water depth at waterwara ena of pier at
MLW or NWL 24' and -32' MLW
b. Boathouse (including covered lifts) N/A
' (1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length (s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Length & No. are listed consecutively begin.
with pier A.
Revised 03/95
e. Mooring buoys N/A
(1) _ Commercial -Community - Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
L Mooring structure (boatlift, mooring pilings, etc.) N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
ALMONT SHIPPING COMPANY
nature / STD CAMDEN, PRESIDENT
AX u ?, r 3 cn? .
Date

F

r

Form DCM-MP-6
1
MARINA
? DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Major g. 'T'ypical boat length _ 30' to 60'
' Permit, Form DCM-MP-I. Be sure to complete all Permanent - 60'
other sections of the Joint Application that relate to this h. Maximum boat length Transient - 100'
proposed project.
i. Are any floating structures planned? _Yes
' If so, describe All Docks & Finger Piers will be concrete
1. MARINA CHARACTERISTICS Floating Docks anchored by Vertical Piles.
' a. Check below the h'Pa of marina proposed.
_x _Commercial Public Residential
'
2.
MARINA OPERATIONS
b. Will the marina be open to the general public?
X Yes No
a. Check each of the following sanitary. facilities that
'
c. If there is residential development associated with will be included in the proposed project.
the marina, how many units or lots are planned and _ x _. Office toilets
how many are currently developed? X _ Toilets for patrons
'
No Number 4
Location Dock Master Building
X Showers
d. Check all of the types of services to be provided. X Boat holding tank pumpout
Full service, including travel lift and/or rail Type and location Portable Pump-out Unit for Pier Access
Dockage. fuel, and marine supplies to Boats.
Dockage ("wet slips") only
Number of slips _ 204 b. Describe treatment type and disposal location for all
Dry storage sanitary wastewater. _ NONE
' Number of boats Discharge will be to City of Wilmington Sewer.
Boat ramp(s)
Other (describe)
c. Describe the disposal of solid waste, fish offal and
'
e. Check below the proposed type of siting. trash disposal.
X _ Land cut and access channel Solid Waste & Trash to Dumpster. Fish Cleaning allowed
Open water with dredging for basin and/or at Dock Master Building only.
' channel
Open water, no dredging required d. How will overboard discharge of sewage from boats
Other (describe) be controlled?
' Signs, Ordinance, and Staff Policing.
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
' types).Mixed, but intended for larger Pleasure Craft. Smallest e. Give the location and number of "No Sewage
Slip will be 50' Long. Discharge" signs proposed. At each Slin at Service Post.
Revised 03195

Form DCM-MP-6

f Describe the special design, if applicable, for o. Is the marina proposed within i primary OT
' . containing industrial type pollutants, such as paint, secondary nursery area? x Yes No
sandblasting waste and petroleum products.
-
None Allowed p. Is the marina proposed within an area open 13
shellfish harvestine x Yes No

"
Pumpou:
q. Give the location and number of
Available" signs proposed. At each Slip on Service

' g. Where will residue from vessel maintenance be post & on General Sign at Entrance.
disposed of ? Solid Waste Dumpster & Liquid (Oil) Tank_
Dumpster.
' ALMONT SHIPP G COMPANY
APP??

'
h.
Give the number of channel markers and "No
" ,
pore SID CAMDEN, PRE ]DENT
"
No Wake
Wake" signs proposed. No Channel Markers. Signs eL'LUS Jc.??5
will be located at north end of conc. dock & at south edge of marina. Dste
' L Give the location of fuel handling facilities, and
describe the safety measures planned to protect area
water quality. i. (COMMENT) Fuel tanks will be underground located in the parking
area at the northern end of the concrete dock. Fuel dispensers will be
' located at the outer (southern) dock end adjacent to the dockmaster
building. The on-site dockmaster will enforce good marina policies for fue
Describe design measures that promote boat basin dispensing control, no-wake notice, closed-head policy, pump-out policy,
' ,. flushing or circulation and that reduce water quality fuel spill monitor & clean-up response
impacts. The upstream shore alignment is angle to allow
an increased inflow during falling tides which along with the
' 4 foot tide and the venturi effect of the river current will
create a ne ownstream flushing effect with several water
changes per day.
' k. What will be the marina policy on overnight and
live-board dockage?
To comply with Local Ordinance.

1. Is the proposed marina located near any shellfish
leases? Yes _ x No
' If yes, give the name and address of the leaseholder.

1
m. If this project is an expansion of an existing marina,
' what types of services are currently provided?
N/A

n. How many slips are now available?
' Rev ised 03/95