20070015 Ver 2_CAMA Application_20170602

I
Coastal M.Co agimmt
ENVIRONMENTAL QUALITY
May 30, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Karen Higgins
Division of Water Resources
ROY GO -OPER.
Governor
'MICHAE€, S. REG
B.RAXTON C. DAVIS
Director
z �L�
JUN 0221
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
J&B East Properties, LLC
Carteret County, at 431 East Fort Macon Rd., in the Town of Atlantic Beach.
Proposed Project: Proposes. to construct a 12 -Unit multi family structure with all the required
infrastructure, pool with bathhouse, parking and reconfiguration of existing
slip 13.
Please indicate below your agency's position or viewpoint on the proposed project -and return this form by
June 19, 2017. If you have any questions regarding the proposed project, please contact Heather Styroh,
Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
State of NorthCaroftna I Environmentat0,01ty.I.coastal Management
Mbrehead City Office 1 400 Cbmnet& Avenue I Mbrbhead Qty, NC 28557
252 908 2808

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: J & B East Properties, LLC
2. LOCATION OF PROJECT SITE: 431 East Fort Macon Road, in Atlantic Beach,
Carteret County.
Photo Index - 2006: 40-8087 grids G (14&15)
Longitude: 34 42 02.81 Latitude: 76 43 50.11
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 5/22/17
Was Applicant Present — no
5. PROCESSING PROCEDURE: Application Received Complete — 4/26/17
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Atlantic Beach- Certified 7/24/2008
Land Classification from LUP — Vacant/Commercial
(B) AEC(s) Involved: PTA, ES
(C) Water Dependent: Yes and No
(D) Intended Use: Private Community
(E) Wastewater Treatment: Existing — onsite septic system
Planned — None
(F) Type of Structures: Existing — bulkhead, docking facility, boatlifts, driveway
Planned —12 -unit multifamily condominium structure with
pool, bathhouse and parking, reconfiguration of slip 13
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
F,XCAVATE FILLED OTHER
(A) High Ground
N/A
46,609.2ft2
N/A
(1.07 acres)
(B) Open water
N/A
N/A
117 sf shaded
261 sf Inc.
(D) Total Area Disturbed: 46,870 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA/HQW Open: No
8. Project Summary:
The proposed project would consist of constructing a 12 -unit multi family structure with
all the required infrastructure, pool with bathhouse, parking and the reconfiguration of
existing slip 13.
9. Narrative Description:
The J&B East Properties, LLC (The Pinnacle) project is located at 431 East Fort Macon Road

Field Investigation Report:
J&B East Properties LLC
Page 2 of 3
in the Atlantic Beach, Carteret County. The project area is found by turning off of Highway 70
East in Morehead City (Arendell Street) onto the on-ramp for Atlantic Beach. Follow the
Atlantic Beach Causeway to the 4 -way stop light and turn left onto East Fort Macon Road.
Follow East Fort Macon Road for approximately 2,247'. The entrance to the property will be
located on the left and next to Anchorage Marina.
The vacant/commercial property is 1.72 acres in its entirety and was previously a mobile home
park (up until late 2005). It is currently used for boat trailer parking and slips. The average
elevation of the property is 4' to 5' above nhw and is developed with an existing bulkhead, 12 -
slip docking facility with boatlifts, a standalone 13"' slip area and an existing gravel driveway.
The project is adjacent to commercial marinas to the east and west along Money Island
Slough. The upland vegetation mainly consists of lawn grasses. There are coastal wetlands
along the west side of the basin which are comprised predominately of Smooth Cordgrass
(Spartina alterniflora). The Division of Water Resources classifies the waters of Money Island
Slough as SA/HQW. This area is not designated as a Primary Nursery Area and is closed to
the taking of shellfish. The Town of Atlantic Beach's Land Use Plan classifies this area as
vacant/commercial with Conservation within the AECs. There were no shellfish resources
observed within the area.
10) Proposed Development:
The applicant is proposing the reconfiguration of slip # 13, the construction of a 12 -unit
multifamily building, pool with bathhouse, all required infrastructure and parking.
The first portion of the project is the reconfiguration of existing slip area # 13. This slip area is
stand alone and has dilapidated over time. It was also located within the 15' setback, however
the applicant is proposing to relocate this to the west and locate it a minimum of 15' from the
eastern riparian access line. The applicant is proposing a 3.25' x 36' floating platform
(accessed via gangway) and a 12' x 12' boatlift along the west side. All portion of this would
not exceed a maximum of 46' from normal high water. The width of Money Island Slough
within this location is 160'. The water depths are -2'nlw to 4' nlw depending on location.
The remaining portion of the project consists of the construction of a 12 -unit multi family
structure with concrete parking under the building, pool, infrastructure, bathhouse and
parking. The multi -family structure would be 120' x 70' and be located 50' to 140' above
normal high water depending on location. There would be associated walkways (some
covered) and decks that connect to the pool area as well as parking and the placement of an
infiltration trench BMP for stormwater collection. The impervious surface coverage within
the 75' AEC is 31.2% pre -developed and 28.4 % post development with a pervious paver
credit proposed. The total impervious surface coverage for the entire tract would be 32.41
% which includes a 50% pervious credit. Per the applicant runoff from the building and
other impervious surfaces would be collected and treated via an infiltration trench. The
applicants have stated that they have applied for a modification to the Division of Water
Resources for permit SW8 061003.
The pool would be located along the west side of the property approximately 30' to 40'
above nhw depending on location. It would have minimum 6' wide concrete apron as well

Field Investigation Report:
J&B East Properties LLC
Page 3 of 3
as a 15' x 20' bathhouse. All portions would be located outside of the- 30' buffer.
9. Anticipated Impacts:
The slip #13 reconfiguration would incorporate 261 ft' and shade 117ft2 of open water area.
The placement of the pilings has the potential to result in temporary impacts due to turbidity;
Adverse impacts are not expected, due to water depths within the area (-2'nlw to 4'nlw).
There should be no undue interference to navigation from the proposed development since the
proposed work would remain approximately 10' landward of the navigation channel. The
project would have a finished impervious percentage of 28.4% within the AEC and 32.41%
for the entire tract.
Name: Heather M. Styron Date: 5/30/17 Office: Morehead City

STROUD
CONSULTING ENGINEERS
1070 COMMERCE STREET
GREENVILLE, NORTH CAROLINA 27858
[phone]
P.A.
RIA CArjoo
Narrative0110
The Pinnacle s SEAL
Atlantic Beach, Carteret County, NC 1-% 10 A\36970
Permitee:�
J & B East Properties, LLC
Max 0. Barbour, Manager
P.O. Box 97397
Raleigh, NC 27624
The Pinnacle project was permitted in 2006 as a redevelopment project. The property is located
at 431 East Fort Macon Road in Atlantic Beach. The site drains to Money Island Bay, Class. SA; HQW,
within the White Oak River Basin. The State Stormwater rules, at the time of approval, for
redevelopment were to maintain the previously existing impervious coverage and meet the
requirements of rules to the maximum extent practicable. The tract area above normal high water is
46,017.59 +/- square feet. The project site previously contained a mobile home park consisting of
approximately 14,915 square feet of impervious area, 32.41%. The existing site provided no stormwater
treatment, only sheet flow. The volume of runoff from the pre -developed site is 1,966 cubic feet.
The development is permitted for an infiltration trench system designed to treat, based on the
1-1/2" design storm, 12,455 square feet of impervious area. Permeable pavement was also
incorporated into the project which at the time of approval provided a 60% impervious credit to meet
the no net increase of impervious coverage for the redeveloped site. These permitted BMPs are to
remain as previously permitted as designed by Stephen Janowski, PE of Baldwin and Associates. The
approved stormwater plans proposed a wood apron around the pool, however the approved CAMA
plans proposed a concrete apron. North Carolina Environmental Health rules require the apron be
constructed of a slip -resistant, impervious surface per 15A NCAC 18A.2522 DECKS (g). Upon NCDEQ file
review for the project, a stormwater modification was not requested nor provided for this rrevision�
during the CAMA application process. KE_
The table below provides the permitted and proposed impervious coverages for theRFNEJt6 110)7
Tye
Permitted Impervious Surfaces
Proposed Impervious Surfaces
Building (Main)
91219
law 741— M I
Parking
1,152
1,239
Sidewalks
604
0
Streets (Pervious Pavement)
1,480 (40% of 3,700 sf)
1,476 (40% of 3,689.94 sf)
107 COMMERCE ST. 102-D CINEMA DRIVE HESTRON PLAZA TWO
SUITE B WILMINGTON, NC 28403 151-A HWY. 24
GREENVILLE, NC 27856 [phone] MOREHEAD CnY, NC 28557
LTi

Pool Building
245
Pool Apron
870
Concrete Dumpster Pad
116
Future Miscellaneous
823
Totals 12,455
14,915
9'o Impervious 27.07%
32.41%
The proposed revisions to the plans continue to meet the no net increase in built -upon area
criteria for redevelopment, while stili providing infiltration treatment for 12,455 square feet of
Impervious area totaling 1,532 cubic feet of storage. The percentage of runoff from the first 1-1/2"
storm has decreased the runoff coefficient from 0.342 (pre -development) to 0.075 (post -development)
for the project. This equates to a post -development percent impervious of 2.78% for the project.
There is no additional treatment proposed for the pool house and concrete apron
(approximately 1,200 square feet), other than sheet flow. There were three existing mobile homes and
parking areas in this general vicinity totaling close to 2,500 square feet, also only treated by sheet flow,
therefore providing better stormwater control.
This CAMA Major application is being submitted to construct a 12 -unit multifamily structure,
associated parking, amenities and reconstruction of a boat slip. The development was originally
permitted in 2007 to Pinnacle East, LLC. The permitted bulkhead alignment, boat slips and maintenance
dredging are the only improvements that have been completed to date. The remaining upland
development is proposed in this application. The request also includes the reconstruction of a boat slip
(#13), previously permitted and existing within the riparian setback, however currently proposed
outside the setback. The new slip will consist of a 3.25' x 36' floating finger pier and 12' x 12' boat lift.
The specifics of the proposed work are in the enclosed forms and drawings.

Pool Building
245
Pool Apron
870
Concrete pumpster Pad
116
Future Miscellaneous
823
Totals 12,455
14,915
Impervious 27.07%
32.41%
The proposed revisions to the plans continue to meet the no net increase in built -upon area
criteria for redevelopment, while still providing infiltration treatment for 12,455 square feet of
Impervious area totaling 1,532 cubic feet of storage. The percentage of runoff from the first 1-1/2"
storm has decreased the runoff coefficient from 0.342 (pre -development) to 0.075 (post -development)
forthe project. This equates to a post -development percent impervious of 2.78% for the project.
There is no additional treatment proposed for the pool house and concrete apron
(approximately 1,200 square feet), other than sheet flow. There were three existing mobile homes and
parking areas in this general vicinity totaling close to 2,500 square feet, also only treated by sheet flow,
therefore providing better stormwater control.
This CAMA Major application is being submitted to construct a 12 -unit multifamily structure,
associated parking, amenities and reconstruction of a boat slip. The development was originally
permitted in 2007 to Pinnacle. East, LLC. The permitted bulkhead alignment, boat slips and maintenance
dredging are rthe only improvements that have been completed to date. The remaining upland
development is proposed in this application. The request also includes the reconstruction of a boat slip
(#13), previously permitted and existing within the riparian setback, however currently proposed'
outside the setback. The new slip will consist of a 3.25' x36' floating finger pier and 12' x 12' boat lift.
The specifics of the proposed work are in the enclosed forms and drawings.

9CM YFt
APPLICATION for
Major Development Permit
(last revised 12/27/06)
p
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
J & B East Properties, LLC
Project Name (if applicable)
The Pinnacle
Applicant 1: First Name
Max
MI
O.
Last Name
Barbour
Stroud Engineering, P.A.
Applicant 2: First Name
MI
Last Name
Agent/ Contractor 1: First Name
If additional applicants, please attach an additional page(s) with names listed.
Last Name
Mailing Address
PO Box
97397
City
Raleigh
State
NC
ZIP
27624
Country
Phone No.
919 - 847 -4239 ext.
Last Name
FAX No.
- -
Street Address (if different from above)
8504 Towneley Place
City
Raleigh
State
�NC
ZIP
27615
Email
State
107 B Commerce Street
2. AgentContractor Information
Business Name
Stroud Engineering, P.A.
Agent/ Contractor 1: First Name
MI
Last Name
Ginger
Y
Turner
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
107 B Commerce Street
Greenville
NC
ZIP
Phone No. 1
Phone No.
2
27858
252 -756
-9352 ext.233
ext.
FAX No.
Contractor #
252-756-2345
Street Address (if different from above)
City
State
ZIP
Email
�� �� 5 ._
[e-mail]
I ' i♦
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APR .2 6 2017
C y '3HD CITY
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
I Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
431 Fort Macon Road
NC Hwy 58
Subdivision Name
City
State
Zip
N/A
Atlantic Beach
NC
28512
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
i. Is the proposed project consistent with the applicable zoning?
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Money Island Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
XNatural ❑Manmade ❑Unknown
Bogue Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
XYes ❑No
work falls within.
Atlantic Beach
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
approximately 393'
1.279 AC
c. Size of individual lot(s) N/A
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
41_51 ]KNHW or ❑NWL
e. Vegetation on tract
Coastal vegetation below MHW, volunteer grass over rest of the site
f. Man-made features and uses now on tract
13 slip marina and bulkhead
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential and boat storage with marina
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
RS
(Attach zoning compliance certificate, if applicable)
Ryes []No [INA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes I;kNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes �kNo [INA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes [:�No [INA
National Register listed or eligible property?
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- Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
M. (i) Are there wetlands on the site? Wes ❑No
(ii) Are there coastal wetlands on the site? Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Sanitary sewer disposal provided by Carteret County Environmental Health approved
on-site septic systems
o. Describe existing drinking water supply source.
Town of Atlantic Beach public water
p. Describe existing storm water management or treatment systems.
Existing site treated via sheet flow, no other existing measures
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project includes the construction of a 12 -unit condominium structure with a pool and bathhouse and parking
to accommodate the required parking. There are 13 existing boat slips of which 12 are lifts, constructed
under the original CAMA Major #41-07
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Excavator to undercut the septic areas and fill brought to the site as noted on CCEH construction
authorizations for each system, pile driving equipment for the building foundation
d. List all development activities you propose.
12 -unit multi -family condominium building, pool with bath house, drive to parking located beneath the
proposed building, sidewalks, domestic and fire sprinkler water services and on-site septic systems.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work on existing mobile home park
f. What is the approximate total disturbed land area resulting from the proposed project? ❑Sq.Ft or JKAcres
1.07
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes 5(No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Runoff from the building and driveway to be collected and piped to an infiltration trench system, where
the runoff will be infilrated. Runoff in excess of the design volume will bypass the system and discharge
via flow spreader and vegetated filter
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes Wo DNA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No [INA
j. Is there any mitigation proposed? ❑Yes Rqo [INA
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 ars always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Becky House Phone No.
Address 3915 Alamede Street, Durham, NC 27704 919-682-7102
Name MCBCJJ, LLC Phone No.
Address P.O. Drawer 370, Atlantic Beach, NC 28512 252-726-2055
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Stormwater Permit - SW8 061003 (11/3/2006)• CAMA Permit - #41-07 (3/20/2007); Carteret Co Environmental Heal
Construction Authorizations (4/7/2015); Erosion & Sedimentation Control Permit - #2007-148 (2007)
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary. A
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) M
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditur
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. NTA-
7, Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further ce Ify that the information provided in this application is truthful to the best of my knowledge.
Date 3 l l7 Print Name Ginger Y. Turner, PE - Agent, Stroud Engineering, PA
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
)4DCM MP -3 Upland Development
®DCM MP -4 Structures Information s
252-808-2808 .. 1-888-4RCQAST ., www.necoastaimanagement.net

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 4
Single building with 12 units, pool with bathhouse
parking, walks, infiltration trench BMP
c. Density (give the number of residential units and the units per
acre).
9.38 units per acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes []No [INA
(ii) If yes, list the date submitted: 1.07 acre
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Pre -developed: 7,284 sf (31.2%)
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.07 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete curb, pervious concrete drive and parking,
concrete parking lot under building
—Post -development: 6,850 sf (28.4% with 50% pervious credit)
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
32.41 % (with 50% pervious credit)
j. Describe proposed method of sewage disposal.
Sanitary sewage disposal provided by on-site
septic systems
Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes []No ❑NA
(ii) If yes, list the date submitted:
applying for a modification to SW8 061003
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ❑Yes ®No ❑NA
Runoff from the buildings and other impervious
areas to be collected and treated via infiltration trench
If yes, attach appropriate documentation.
M, - av' CITY
252-808-28082.. 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

'n im DCM MP -3 (Upland Development, page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Town of Atlantic Beach public water
o. When was the lot(s) platted and recorded?
n/a
gIm��-
-
Date
The Pinnacle
Project Name
Ginger Y. Turner, PE - Agent, Stroud Engineering, PA
Appli nt Name
Applicant Sig re
n. (i) Will water be impounded? []Yes [@No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
_ ,i d v� t 3 he�
3
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement mA revised: 12126106

Form DCM MP -4
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 that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ❑This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
®Commercial ❑Public/Government ❑Private/Community []Yes ®No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes ❑No
(ii) Number 2 -existing
If yes:
(iii) Length 109'; 77'
(ii) Number 7 -existing; 1 -proposed
(iv) Width 6'
(iii) Length 24.25; 36'
(v) Floating ®Yes []No
(iv) Width 2.5'
(v) Floating ®Yes [:]No
e. (i) Are Platforms included? []Yes ®No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
If yes:
(ii) Number
(ii) Number 12 -existing; 1 -proposed
(iii) Length
(iii) Length 12'
(iv) Width
(iv) Width 12'
(v) Floating []Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
13
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
112 1 damaged and requesting to be rebuilt)
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 13
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k• Typical boat length: 18'40'
m. (i) Will the facility have tie pilings?
[]Yes ®No
(ii) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed types, recreation use
I. (i) Will the facility be open to the general public?
❑Yes ®No
!1
Ni -
NJ, � .
D C ITY
252-808-2808:: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

Form DCM MP -4 (structures, rage 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project. n/a
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
a
252-808-2808 :: 1-88"RCOAST :: www.necoastaimanagement.net revised: 12127/06

Form DCM MP -4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes []No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fi1L) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
& BREAKWATER (e.g., wood, sheetpile, etc.) . KI This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑Public/Govemment ❑Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
252-808-2808:- 1-888-4RCO:AST :: www.nccoastaimanagement.net revised: 12127/06

Form [BCM MP -4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
0'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
133'
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
19'
d. Water depth at waterward end of structure at NLW or NWL
-4.0 NLW
8. OTHER ❑This section not applicable
a. Give complete description:
Reconstruct slip #13 outside the riparian setback and replace with floating dock and boat lift.
L&I 1(-7
Date
The Pinnacle
Project Name
Ginger Y. Turner, PE - Agent, Stroud Engineering, PA
AZ;;
Name
V !!� � � JW41-�
Applicant Signature
252-808-2848 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/08

1
RECEPTICLE
5/8' SENSUS METER
WATTS G'SERIES
909RPDA
5/8' SENSUS METER
12"MIN-
CONCRETE OR -
METAL PIPE
SUPPORT
FLDA INGE
SUPPLY ~
h.A�l AM
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rnAsvt wL-rwNos^A&
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'METER
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LANDWARD MOO'
: /
COAttAL WERANDS `:90AT° :t.
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—METER CUT-OFF �,,-,, v. x,13• C!�ecN- Boa 9t 8, Po 6688E
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+ �-�
— — — — — — — --IPE �' RPE 4' P� � 30' SETa1CK
--------- 4.y�y.�y��y Y _/
I--I----------------------------f0'MBL---------------
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MARINA
BOAT
sup
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I
INSULATED d HEATED !
FLANGE 6'x4' ENCLOSURE. HEATER PUMPO+ I I .id E,� •-•-•- 4
ADAPTER RTES 1000W. 120V SIMILAR 0 0 0 0 0 0 r -__- --•_•----_._._J !
TO BFPRODUCTS 71I1UI000SS. ° o mm f --- -- -• 3-F°Fni,MAL(NP1,J
OR APPROVED EDUAL ExlsrlNc -�iw o'�- ° > $� ° ' I I .'..a ..coiyl(ra ' '� °� • L --. --
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4'SW I NG PILE (M)
CHECK VALVE o EXISTING -
yc I n I ~-REPu M REP
'�•'BS P OF CRAJEL ELEV. 5 N0. 5
BOAT LIFE I 1 ... 5
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EXISTIN
4BOA rm
` STORZ CONNECTION
WITH BALL DRIP ASSEMBLY
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909RPDA EXISTING - ---------
INSULATED QH ATRO BOAT u
ENCLOSURE. HEATER
.. _,�,.:�o �-'�-Ac�, �o,0. c.^-.,•C,�,(,..1,.• O °�o� #�d,�.ra..c,1�0ou°,�4u'.c'Cma'�44occC-''�(°c..'__'.'T�ed-o�.J`, •� .:T+:,q:nD_,.oC^r..e.-om,.u:O?`;y=.:�c0?'�.y°a-_.aC�;.c,%.i-.q" a.'7O^ ;��,;:p0r�.o�,.o�"°o��o�°:rcoc.c°:`a°o.�..:R, ••o�oc >J'cc.-,_``A: . ;o°"�.r.ocp`��s-o�SoCo- _o�oG, `���^°c,ac.°V�'= ;---�.,�,0L'��=,0o�o��ec,-_-,.. c0.no.
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1000W. 120V SIMILAR
TO BFPRODUCTS AHUt000ss.soAT uFr +,I�_..:.'.,'.,'.:.:.'.,':.•,:,'....' gV:,-
OR APPROVED EOUAL GROUND ENC E) IN ABOVE
RE
SWIMMING POOL
ABOVE GROUNDTENCLOSURE
FLANGE a-ai. .' .•:i':{;ii? -'.Tse.. DNN
ADAPTER S �� - - r'.Ft ;:; _:'. •':( • MARK BAKER
B� -- - -- -_t------------- --- I I oe tso. Pc 921
EX, MA71NG DOCK NPS ��� •--`—w—`--`—•—•—•—M—•—.�
12 "MIN '' Mti+ ECM
+ +
�• EXISTING FENCE
EXLMNG FENCE
FINISH GRADE M� � I
6'DIP r/
FLANGE 6; PVC
'
fi AND PLANNING
ENNCCLLOASUURE.
.�.Ati
HEATERD
FIREMAIN
C CRETE BOTTOM`�•�• TO BUILDING
14 MIN. THICKNESS)
1000W. 120V SIMILAR t
TO BFPRODUCTS in �-
NOTES:
1 -ORIGINAL DESIGN DRAWINGS SIGNED. SEALED AND
aHU1GOOSS.
OR APPROVED EOUAL z -'
0 m
EST AVi
llf_�tni'TIONAL)n.
2'RPZ
COCK u1 w
STRAINER ¢
DETECTOR ASSEMBLYBaldwin
ML W
IV, VI
w ,
oz �So
and ASSOCIATES
BRICK 0W 0.
n s
SUPPORTS L) m i VI
ANCHOR
BOLTS
2-1/2' TO
BUILDING
FLOW
TO
REDUCED CUSTOMER
PRESSU E ZONE
ASSEMBLY
GATE VALVE
IN VALVE BOX
ALL PIPING SHALL BE
PVC. COPPER. OR BRASS
2"METER AND RPZ
SCALE: NOT TO SCALE
1
RECEPTICLE
5/8' SENSUS METER
WATTS G'SERIES
909RPDA
5/8' SENSUS METER
12"MIN-
CONCRETE OR -
METAL PIPE
SUPPORT
FLDA INGE
SUPPLY ~
h.A�l AM
WMTERWAW617IENT OF
rnAsvt wL-rwNos^A&
BOX
'METER
A,..l + s �i. s�+"^'- + s •r NORMAL HIGH WATER /
LANDWARD MOO'
: /
COAttAL WERANDS `:90AT° :t.
RAMP':;
—METER CUT-OFF �,,-,, v. x,13• C!�ecN- Boa 9t 8, Po 6688E
T2*E FROM ATLANTICEACH'S WATER "— — —
+ �-�
— — — — — — — --IPE �' RPE 4' P� � 30' SETa1CK
--------- 4.y�y.�y��y Y _/
I--I----------------------------f0'MBL---------------
BOAT UFT
PRO SED
Mx STANDPIP lW /
MARINA
BOAT
sup
NPS l.M I �_ :'.. ': •::.'..'::' R2• FA
j H !
I
INSULATED d HEATED !
FLANGE 6'x4' ENCLOSURE. HEATER PUMPO+ I I .id E,� •-•-•- 4
ADAPTER RTES 1000W. 120V SIMILAR 0 0 0 0 0 0 r -__- --•_•----_._._J !
TO BFPRODUCTS 71I1UI000SS. ° o mm f --- -- -• 3-F°Fni,MAL(NP1,J
OR APPROVED EDUAL ExlsrlNc -�iw o'�- ° > $� ° ' I I .'..a ..coiyl(ra ' '� °� • L --. --
BDAr uFr i I mP1 1 !a Aa
�" £ z FORCEMAW prPt I
2'MIN n ficin �" �"
I o o .. EX MIRING -�i0 ' I O. ,:.':._'..:,::•:.:•:,..•:' _
4'SW I NG PILE (M)
CHECK VALVE o EXISTING -
yc I n I ~-REPu M REP
'�•'BS P OF CRAJEL ELEV. 5 N0. 5
BOAT LIFE I 1 ... 5
GANGWAY I 'a
EXISTIN
4BOA rm
` STORZ CONNECTION
WITH BALL DRIP ASSEMBLY
� o I11 • II_� .}.�::•O..':L..''.'..:'. =.oC_ov-c-a,,
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ENCLOSURE. HEATER
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ABOVE GROUNDTENCLOSURE
FLANGE a-ai. .' .•:i':{;ii? -'.Tse.. DNN
ADAPTER S �� - - r'.Ft ;:; _:'. •':( • MARK BAKER
B� -- - -- -_t------------- --- I I oe tso. Pc 921
EX, MA71NG DOCK NPS ��� •--`—w—`--`—•—•—•—M—•—.�
12 "MIN '' Mti+ ECM
+ +
�• EXISTING FENCE
EXLMNG FENCE
FINISH GRADE M� � I
6'DIP r/
FLANGE 6; PVC
'
fi AND PLANNING
.�.Ati
MCBCJJ LLC
DB 1108, PC 102
FIREMAIN
C CRETE BOTTOM`�•�• TO BUILDING
14 MIN. THICKNESS)
NOTES:
1 -ORIGINAL DESIGN DRAWINGS SIGNED. SEALED AND
SPRINKLER SYSTEM
611REDUCED PRESSURED
DATED 12/6/06 BY J. STEPHEN JANOWSKI AND CADD
FILES PREPARED BY:
DETECTOR ASSEMBLYBaldwin
B
and ASSOCIATES
CALE: NOT TO SCALE
ENGINEERING, LAND SURVEYING
STANDARD BRASS 2-1I2' MALE STANDARD BRASS 2-1^t' MALE N.S.T. 1015 AND
DRONE
3' THREE-WAY 90• BEND N.S.T. FIRE HOSE CONNECTINS 2-1/2' ANGLE VALVE FIRE HOSE CONNECTION WITH 2-1,e A GREENMLLE NC, 27858
WITH INLETS POSITIONED WITH CAPS AND CHAINS WITH HANDWHEEL X 1 -Ll= REDUCING ADAPTOR WITH [phone]
HORIZONTALLY 1-1.2 FEMALE CAP AND CHAIN 2.FOLLOWING ITEMS REVISED OR ADDED BY STROUD
ENGINEERING. PA: BIKE RACK.MOVED WATERLINE DOMESTIC d FIRE
AND EASEMENT TO WESTERN PROPERTY LINE.
3' BRASS PIPE 3'-0'RASS BASE TO PROVIDE RIGID 1•�• 2-1/2' BRASS PIPE PROJECT SIGN. TREE AND BUSH REMOVAL. DELETED
B
0
ev
j 000
j
Z a.
1} }
< 0
j �Qm
j _��
W j 6L2
,"j Zoo
�� Low�to�Kmoi�r�w�iwc°0o t
I OM! Alb 6MDp
20 cm
6`X 2- TEE
2' GV
:X G6
TEE
REVISIONS:
MOUNTING FOR STANDPIPE AND BRASS BASE TO PROVIDE RIGID GAZEBO AND MOVED POOL HOUSE TO GAZEBO LOCATION. ,a,�p� f#tfff THE PINNACLE
THt
RUST RESTRAINT MOUNTING FOR STANDPIPE AND POOL FENCE. UPDATED SITE DATA. SIDEWALK TO ,�� '(N �+AJq 4,
THRUST RESTRAINT
1 NC 58. FIRE PROTECTION NOTES. MARINA STANDPIPE.
AWN
SITE LIGHTING, MODIFIED 30'BUFFER AND 75'AEC.
-PE TO BRASS ADAPTOR PE TO BRASS ADAPTOR �•��••.1eSSj0-00lp - ATLANTIC BEACH, CARTERET COUNTY NORTH CAROLINA
3. THIS SHEET WAS NOT PART OF THE ORIGINAL DESIGN SET. Q` '�y• i CLIENT: J 8 B EAST PROPERTIES. LLC DESIGNED:
6' PE PIPE TO 3. 90• SEND 6' PE PIPE TO ORIGINAL BASE DRAWINGS REFERENCED ABOVE WERE USED :Q • RDC/GMT
C/0 MAX BAR80UR
INLET•STANDPIPE 2-1/2' 90• BEND TO GENERATE THE DOMESTIC AND FIRE LINE PLAN. • SEAL • ADDRESS: PO BOX 97397 DRAWN:
6'X 3` REDUCER INLET STANDPIPE s
6'X2 1/2' REDUCER: RALEIGH. NC 27624
4.NO CHANGES MADE TO THE APPROVED BMP(S) OR ANY 69 RDC/GMT
FIRE DEPARTMENT CONNECTION STANDPIPE CONNECTION DETAILS ASSOCIATED WITH DESIGN. PHONE: [phone] CHECKED:
SCALE: NONE SCALE: NNE�jJ �•.• IN •••.•• �,�, RDC/GYT
SHEET #C5 OF 5
PROJECT a., PM2451-002
DESIGN FILE tt: PM2451-002 PINNACLE ATLANTIC BEACH.DGN
40 20i 0I 40 80 'Leer so is
v�`.•°,,` rg 1107B OCO MLDLERE STRE ERING, P.A. DATEOVED:
��— t P,_ ,l��- d [phone] LICENSE NO. C 0847 4/18/17
SCALE: 1 40 j' ° J • ° � � v � SCALE:
1 "= 40'

TOP AND BOTTOM STRAND
SHALL BE 10 GAGE MINIMI
NOTES:
WIRE SHALL BE A MINIMUM OF 32"
IN WIDTH AND SHALL HAVE A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
FILTER FABRIC SHALL BE A MINIMUM
OF 36" IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
STEEL POST SHALL BE 5'-0" IN
HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
FILTER FABRIC
V-0"
COMPACTED FILL
I 6
1 2' MIN.
-Y {-
EXTENSION OF FABRIC AND
WIRE INTO FABRIC
SILT FENCE DETAIL
24"
UPON COMPLETION OF PROJECT CUT
AND REMOVE WOVEN FILTER FABRIC ELEV. 5.87
6.254" GRATE 2" 1-2 ELEV.
15 MW. - k COVER -1R MINN\
SEEDING AND MULCHING SCHEDULE PER ACRE
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
USED SHALL BE DETERMINED BY THE ENGINEER.
LIME ............................................ ._.._2 TONS/AC
10-10-20 ----------------------------------------- 1,000 LBS/AC
0-20-0 ....................•.__•..__. ----•••••••._500 LBS/AC
STRAW MULCH_________________________ 2 TONS/AC (AFTER SEEDING)
ASPHALT TACK ............................. 200 GAL/TON OF MULCH
JANUARY 1 -DECEMBER 31
50# TALL FESCUE
5# CENTIPEDE
50# PENSACOLA BAHIAGRASS
500# FERTILIZER
4000# LIMESTONE
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
JANUARY 1 -DECEMBER 31
75# TALL FESCUE
50# PENSACOLA BAHIAGRASS
500# FERTILIZER
4000# LIMESTONE
WOVEN FILTER FABRIC 6 -
WOVEN FILTER FABRIC
IIS 1€III{ILII I€11:1111€11:1111€II�IfIP47.4.3
€IIS :I € I� III:I f II I I • I : CAP W/ HUGGER BAND
EXISTING GRADE 27' - 6" PERFMOrRAATPD #57 WASHED STONE
QBRUGAIEIL------ - BbTFOM ELEV4.00-----
., ... ... -
4" CLEAN SAND WOVEN FILTER FABRIC
10" PIPE
ELEV. 2.0'.(SEASON% HIGH WATER TAB
INFILTRATION TRENCH DETAIL
N.T.S.
i, i i I i iii TI]aI
i i i i iie l�l;l� Im
I• -I I ii i i i i iii
a
loll -loll ME
-----------------
EXISTING GRADE
^` ------
CROSS SECTION THROUGH PROJECT
N.T.S.
SHEET s$C4 OF 5
PROJECT ss: PM2451-002
DESIGN FILE sx:PM2451-002 PINNACLE ATLANTIC BEACH.DGN
BY-PASS CONTROL STRUCTURE
PLAN
COARSE AGGREGATE
CONSTRUCTION ENTRANCE/EXIT DETAIL
20 0"
4 PERMEABLE CONCRETE
• 6" GRAVEL BASE
10" Pvc
4" CONCRETE W/ 6" GRAVEL BASE
-PASS WEIR
MANHOLE RING
6" ABC k COVER
. RIM 6.2
8" BY-PASS WEIR ELEV. 5.28
10" PIPE
10" RCP 10 RCP
INV. 4.43 � /� r / � INV. 4.43
:n s •4• .• INV. 3.87
:Y PASS CONTROL STRUCTURE
PROFILE
NOTE:
ELEVATIONS ARE MEAN SEA LEVEL NOVO 1929
() = DEPTH BELOW NORMAL WATER LEVEL
300
FACE OF
6' BOARDEX.BULKHEAD
WALK ELEV. 5.50
6.7'
-FILL
.BULKHEAD
I
L
GENERAL NOTES:
-CLASS "AA". CONCRETE TO BE USED.
-FORMS TO BE USED FOR CONSTRUCTION OF BOTTOM SLABS
-ALL MORTAR JOINTS TO BE 1/2" PLUS OR MINUS 1/8-.
-JUMBO BRICK WILL BE PERMITTED. DROP INLETS SHALL BE
PROVIDED WITH STEPS V-2" ON CENTER.
-STEPS TO BE IN ACCORDANCE WITH CITY OF GREENVILLE
STANDARD NUMBER 25.12.
US FOUNDARY 5105 VALLEY
GUTTER INLET AND 6148 FRAME
12" PIPESEDIMENT GUAGE PAINTED
INV. 4.43 1E PERMANENT WHRE PAINT
1t• amort 0.75 ,- #57 WASHED STONE
857 WASHED jq a -
STONE 4 ( a
2" PVC J 2" PC -J
WEEP HOLES WEEP HOLES
SEDIMENT TRAP DETAIL
24" X 36" INSIDE DIMENSION
(N.T.S.)
25' CONCRETE FLOW JUNCTIONBOX
BLOCK RETAINING WALL
FLOW SPREADER - PLAN
25' CONCRETE FLOW
SPREADER WITH GRATEI
BLOCK RETAINING WALLI I
i -ECFV. 5.20
FLOW SPREADER - PROFILE
NOTES:
1.ORIGINAL DESIGN DRAWINGS SIGNED. SEALED AND
DATED 12/6/06 BY J. STEPHEN JANOWSKI AND CADD
FILES PREPARED BY:
B Baldwin and ASSOCIATES
ENGINEERING, LAND SURVEYING
/A AND PLANNING
1015 CONFERENCE DRIVE
A F252)N7 6 39027858
2.FOLLOWING ITEMS REVISED OR ADDED BY STROUD
ENGINEERING. PA: BIKE RACK.MOVED WATERLINE
AND EASEMENT TO WESTERN PROPERTY LINE.
PROJECT SIGN. TREE AND BUSH REMOVAL, DELETED
GAZEBO AND MOVED POOL HOUSE TO GAZEBO LOCATION.
POOL FENCE. UPDATED SITE DATA. SIDEWALK TO
NC 58. FIRE PROTECTION NOTES. MARINA STANDPIPE,
SITE LIGHTING. MODIFIED 30'BUFFER AND 75'AEC.
3.NO CHANGES MADE TO THE APPROVED BMP(S) OR ANY
DETAILS ASSOCIATED WITH DESIGN.
4.DETAILS TAKEN FROM SHEET 3 OF 5 OF THE ORIGINAL
DRAWINGS REFERENCED ABOVE. ADDED BOAT LIFT DETAIL
C'
;SPP 2
1
DRAINAGE SCHEDULE
STRUCTURE
INV.
RIM
DI#1
4.43
5.87
D#2'
4.43
5.87
DI 3
4.43
5.87
DI 4
4.43
5.87
DI 5
4.43
5.87
DI 6
4.50
6.40
DI 7
4.90
6.54
BOAT LIFT CROSS SECTION
REVISIONS:
WATER
LAIER
EROSION 8 STORM WATER MANAGEMENT PLAN
a4®%%`ISA CAf�®ice®�
.e•••°a0s Co app
�� •OFFS 1� m�
m SEAL o
® 697.0 a
THE PINNACLE
ATLANTIC BEACH, CARTERET COUNTY NORTH CAROLINA
CLIENT: J 8 B EAST PROPERTIES. LLC
C/O MAX BARBOUR
ADDRESS: PO BOX 97397
RALEIGH, NC 27624
DESIGNED:
RDC/GYT
DRAWN:
RDC/GYT
HECK D
i c �e m
I®®
'•eC?s;N•a•° `�®®®
P,®'®EET
;,-A Y. iv`®®®®
®;�
PHONE: [phone]CHECKED:
P.A.
So7BCOMMERCE
APPROVED:
GYT
GR2)756-LE,N.C.27858
DATE:
�I���
1 I
[phone] LICENSE N0. C-0847
4/18/17
,
SCALE:
T-
AS NOTED

CONSTRUCTION SCHEDULE AND MAINTENANCE PLAN
CONSTRUCTION SCHEDULE:
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND
ESTABLISH GRADE LIMITS AS NEEDED.
3. HOLD PRE -CONSTRUCTION MEETING WITH GRADING CONTRACTOR,
NCDEHNR REPRESENTATIVE, PROJECT ENGINEER AND OWNER.
4. PREPARE TEMPORARY CONSTRUCTION ENTRANCE. PREPARE SITE
DEMOLITION.
5. INSTALL SILT FENCE ALONG PROPERTY LINE AND COASTAL WETLANDS.
6. INSTALL AND BACKFILL NEW BULKHEAD.
7. INSTALL SILT FENCE ALONG BULKHEAD.
B. INSTALL INFILTRATION TRENCH SYSTEM.
9. CONSTRUCT BUILDINGS.
10. INSTALL GEODETIC FABRIC AND PROTECT SLOT DRAINS.
11. INSTALL UTILITIES.
12. PLACE CABC AND ROUGH GRADE STONE.
13. INSTALL CURB k GUTTER.
14. BRING LANDSCAPING AREAS TO WITHIN 6" OF FINAL GRADE, REDISTRIBUTI
6" TOP OF SOIL
15, FINE GRADE PERMANENTLY SEED AND MULCH ALL LANDSCAPING AREAS.
16, FINE GRADE PARKING LOTS AND PAVE,
17. STABILIZATION SHALL OCCUR WITHIN 15 DAYS OF COMPLETION OF
GRADING OPERATIONS.
18. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURE MAY BE
REQUIRED BY NCDEHNER IF DEEMED NECESSARY.
NOTES
1. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD
HAZARDOUS AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY. ELEV.=7.04-8.04
(NGVD 1929) ZONE AE, REFERENCE: FIRM 3720638500J,
DATED JULY 16, 2003.
2. THE NORMAL HIGH WATER LINE WAS DETERMINED BY
THE DIVISION OF COASTAL MANAGEMENT.
3- ROOF DRAINS WILL BE CONNECTED TO THE
STORMWATER COLLECTION SYSTEM.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL,
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED REPAIR WILL BE JI -L0. xxw
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES
0.5 FEET DEEP.
3. ALL SEEDED AREA WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO MAINTAIN A M.i AM
VIGOROUS, DENSE VEGETATIVE COVER.
4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON
COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES.
d ^ l A
+' WATERWA1tOSEE7IIJi OF COASTAL
•Mwy� l.M� iNG�cO'`Nc1w yc i i i _.,,AL 1M1CN N`I i i• _i ` •� i ii
4W.iETNpyNi
iAs.,
DOpCtM
yc_TGFLANDWARD EXTENT DS
COASTAL
OF
^ F J- •� // _R`A'M
n BECKgYe H06 SE
88
B{i.�l�ilil�r. 4' PI t 4' PIPE ' }. .41
`iju
1. � \
11'RiP SETBACK -id
xoI Mme)- pow I
,3 °
PRO F
BDAr LIFT
°
Mti
MARINA &
BSOATTLIP
•�a5''S1 l�A� \
,T,
Ml. A � NPS MA 1.00 . k. '_l I I
.v.w
i •`�
.yc i •L'''id
i hM
JY. i
s � �
LEGEND
.vi. �.Jv. •`.4v'I
.L Mti
40IEX• PLCAnNG ,,,
.L91
CLD =CENTERLINE OF DITCH
SW = SIDEWALK M�
= CLR = CENTERLINE OF ROAD
TB = TOP OF BANK
R/W = RIGHT-OF-WAY
PP = POWER POLE
DI = DROP INLET
LP = LIGHT POLE
MH = MANHOLE
TPED = TELEPHONE PEDESTAL
BC = BACK OF CURB
WV = WATER VALVE
WM = WATER METER
BW = BLOCK WALL
EW = EDGE OF WATER
UCT = UNDERGROUND CABLE TELEVISION
UE = UNDERGROUND ELECTRIC
EIP = EXISTING IRON PIPE
ECM = EXISTING CONCRETE MONUMENT
EM = ELECTRIC METER
GYE = GYE WIRE
NPS = NO POINT SET
- BIN - = NEW BULKHEAD
BH - = EXISTING BULKHEAD
® = FLOATING DOCK
® = BOARDWALK
0 = WATER DEPTH AT LOW TIDE (04/28/06)
NHW = NORMAL HIGH WATER
JB = JUNCTION BOX
RD = ROOF DRAIN
0 0 0 0 = PERVIOUS PAVEMENT
SHEET #C3 OF 5
PROJECT 9: PM2451-002
DFS I GN F I I F tt: PM9451+01019 PINNeF I G a T 1 6 M T Ir 0rnru nc.,
STORMWATER DATA
TRACT AREA = 46,017.59 SF +/-
PRE-EXISTING IMPERVIOUS = 14,915 SF
PRE-EXISTING % IMPERVIOUS = 32.41%
AREA WITHIN 75' AEC = 24,140 SF
PRE -DEVELOPED IMPERVIOUS AREA WITHIN 75' AEC = 7,284 SF
% IMPERVIOUS - 31.2%
POST -DEVELOPMENT IMPERVIOUS AREA WITHIN 75' AEC - 6,850 SF
% IMPERVIOUS = 28.4%
PROPOSED IMPERVIOUS
BUILDING 10,146 SF (INCLUDES COVERED SIDEWALK k ELEVATOR)
PARKING 1,239 SF
PERVIOUS DRIVE = 1,476 SF (40% OF 3,689.94 SF)
POOL BUILDING 245 SF
POOL APRON = 870 SF
DUMPSTER PAD = 116 SF
FUTURE MISC = 823 SF
TOTAL - 14,915 SF
y
It
u '
DOCK
�... NORMAL HIGH WATER i �•' , ./
.12
SO' SETBACK
V
2' FfMCFAWN (TvP)
a OJOr
n
OOOU00 O� OO
f.'U .0 � b'Jry O�ODU° i°. OL"J O O.�°U O�..O J`'L�°C!'OL'.r •- R'O'° G.O C�..O`b,c c
b- o 0 0 0 0 1•u a o o:,� ,o_c ui oa,.'°oa° 00 0 o°ct o r -
c rU�b°U�O:00 O O OOJ O bOt'.O:G�4`GO'9C0 J°JO6Y�OO�U° O ICCOC_ 7JLA f^O f0 qC.
T�� ELL &D TR�MMG AO r
TEMPORARY STOR INLET
�• • SEDIMENT TRAPf(tYP)
' •, MARK BAKEV2
RD I De750 BG�n
EGM
EXISTING FENCEMC/ 5
DB 11108JJi+0 102
NOTES:
1.ORIGINAL DESIGN DRAWINGS SIGNED. SEALED AND
DATED 12/6/06 BY J. STEPHEN JANOWSKI AND CADD
FILES PREPARED BY:
B Baldwin ana AssoclATEs
ENGINEE�G�1G SURVEYING UA I
1015 CONFERENCE DRIVE
A GRE NVILLE NC, 27858
(252 756-1390
2.FOLLOWING ITEMS REVISED OR ADDED BY STROUD
ENGINEERING. PA: BIKE RACK.MOVED WATERLINE
AND EASEMENT TO WESTERN PROPERTY LINE,
PROJECT SIGN. TREE AND BUSH REMOVAL. DELETED
GAZEBO AND MOVED POOL HOUSE TO GAZEBO LOCATION.
POOL FENCE. UPDATED SITE DATA. SIDEWALK TO
NC 58, FIRE PROTECTION NOTES. MARINA STANDPIPE.
SITE LIGHTING, MODIFIED 30'BUFFER AND 75'AEC.
3.NO CHANGES MADE TO THE APPROVED BMP(S) OR ANY
DETAILS ASSOCIATED WITH DESIGN.
40 20 0 40
:.
MEMO
immommm
•
EXISTING FENCE
essi
SL s
�i :ZGA7n I a• �
1
Wv
A-"
I�I■
PUMPoO
°EXISTING •�
f4.1
,(-A . p
s'? ° P
i
CAROLINA
CLIENT: J & B EAST PROPERTIES, LLC
2
BOAT DFT ,SJf
RDC/GYT
ADDRESS: PO BOX 97397
DRAWN:
RALEIGH, NC 27624
RDC/GYT
PHONE: [phone]
•J.]
•`ti
y STROUD ENGINEERING, P.A.
LEGEND
.vi. �.Jv. •`.4v'I
.L Mti
40IEX• PLCAnNG ,,,
.L91
CLD =CENTERLINE OF DITCH
SW = SIDEWALK M�
= CLR = CENTERLINE OF ROAD
TB = TOP OF BANK
R/W = RIGHT-OF-WAY
PP = POWER POLE
DI = DROP INLET
LP = LIGHT POLE
MH = MANHOLE
TPED = TELEPHONE PEDESTAL
BC = BACK OF CURB
WV = WATER VALVE
WM = WATER METER
BW = BLOCK WALL
EW = EDGE OF WATER
UCT = UNDERGROUND CABLE TELEVISION
UE = UNDERGROUND ELECTRIC
EIP = EXISTING IRON PIPE
ECM = EXISTING CONCRETE MONUMENT
EM = ELECTRIC METER
GYE = GYE WIRE
NPS = NO POINT SET
- BIN - = NEW BULKHEAD
BH - = EXISTING BULKHEAD
® = FLOATING DOCK
® = BOARDWALK
0 = WATER DEPTH AT LOW TIDE (04/28/06)
NHW = NORMAL HIGH WATER
JB = JUNCTION BOX
RD = ROOF DRAIN
0 0 0 0 = PERVIOUS PAVEMENT
SHEET #C3 OF 5
PROJECT 9: PM2451-002
DFS I GN F I I F tt: PM9451+01019 PINNeF I G a T 1 6 M T Ir 0rnru nc.,
STORMWATER DATA
TRACT AREA = 46,017.59 SF +/-
PRE-EXISTING IMPERVIOUS = 14,915 SF
PRE-EXISTING % IMPERVIOUS = 32.41%
AREA WITHIN 75' AEC = 24,140 SF
PRE -DEVELOPED IMPERVIOUS AREA WITHIN 75' AEC = 7,284 SF
% IMPERVIOUS - 31.2%
POST -DEVELOPMENT IMPERVIOUS AREA WITHIN 75' AEC - 6,850 SF
% IMPERVIOUS = 28.4%
PROPOSED IMPERVIOUS
BUILDING 10,146 SF (INCLUDES COVERED SIDEWALK k ELEVATOR)
PARKING 1,239 SF
PERVIOUS DRIVE = 1,476 SF (40% OF 3,689.94 SF)
POOL BUILDING 245 SF
POOL APRON = 870 SF
DUMPSTER PAD = 116 SF
FUTURE MISC = 823 SF
TOTAL - 14,915 SF
y
It
u '
DOCK
�... NORMAL HIGH WATER i �•' , ./
.12
SO' SETBACK
V
2' FfMCFAWN (TvP)
a OJOr
n
OOOU00 O� OO
f.'U .0 � b'Jry O�ODU° i°. OL"J O O.�°U O�..O J`'L�°C!'OL'.r •- R'O'° G.O C�..O`b,c c
b- o 0 0 0 0 1•u a o o:,� ,o_c ui oa,.'°oa° 00 0 o°ct o r -
c rU�b°U�O:00 O O OOJ O bOt'.O:G�4`GO'9C0 J°JO6Y�OO�U° O ICCOC_ 7JLA f^O f0 qC.
T�� ELL &D TR�MMG AO r
TEMPORARY STOR INLET
�• • SEDIMENT TRAPf(tYP)
' •, MARK BAKEV2
RD I De750 BG�n
EGM
EXISTING FENCEMC/ 5
DB 11108JJi+0 102
NOTES:
1.ORIGINAL DESIGN DRAWINGS SIGNED. SEALED AND
DATED 12/6/06 BY J. STEPHEN JANOWSKI AND CADD
FILES PREPARED BY:
B Baldwin ana AssoclATEs
ENGINEE�G�1G SURVEYING UA I
1015 CONFERENCE DRIVE
A GRE NVILLE NC, 27858
(252 756-1390
2.FOLLOWING ITEMS REVISED OR ADDED BY STROUD
ENGINEERING. PA: BIKE RACK.MOVED WATERLINE
AND EASEMENT TO WESTERN PROPERTY LINE,
PROJECT SIGN. TREE AND BUSH REMOVAL. DELETED
GAZEBO AND MOVED POOL HOUSE TO GAZEBO LOCATION.
POOL FENCE. UPDATED SITE DATA. SIDEWALK TO
NC 58, FIRE PROTECTION NOTES. MARINA STANDPIPE.
SITE LIGHTING, MODIFIED 30'BUFFER AND 75'AEC.
3.NO CHANGES MADE TO THE APPROVED BMP(S) OR ANY
DETAILS ASSOCIATED WITH DESIGN.
40 20 0 40
:.
MEMO
immommm
•
EXISTING FENCE
essi
SL s
�i :ZGA7n I a• �
1
Wv
A-"
I�I■
PUMPoO
°EXISTING •�
f4.1
,(-A . p
s'? ° P
m
CAROLINA
CLIENT: J & B EAST PROPERTIES, LLC
2
BOAT DFT ,SJf
RDC/GYT
ADDRESS: PO BOX 97397
DRAWN:
RALEIGH, NC 27624
RDC/GYT
PHONE: [phone]
,nqr
°
y STROUD ENGINEERING, P.A.
GYT
•
LL
DATE:
PILE TT4NG1
�e>° 1 0 �f
��
iSTORM
H
EXISTING FT
LIFT L4
f J
J
t
4���f
ORARY
:vBOAT
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ra.4'e 41�i •�) iii
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7a�Y?St!:Ovby��
Yin
CgSTRUCTION
GANGWAY
��:T
BOAT„LIIFFT lel
rm
I
\
llrA ° o
TKN4GG
BOAT
�
�- - - - - 20' MBL
---- -
A
\r
\
491
'
• SETBACK
•
EXISTING r
BOAT LIFT
i
;8:1,K CRf7E%;'.;';;
:'•;'`
.lM o 'i�j'+L',Q
� i Tp, `/•�. _ � •Y4I'
SWIMMING POOL
..
LEGEND
.vi. �.Jv. •`.4v'I
.L Mti
40IEX• PLCAnNG ,,,
.L91
CLD =CENTERLINE OF DITCH
SW = SIDEWALK M�
= CLR = CENTERLINE OF ROAD
TB = TOP OF BANK
R/W = RIGHT-OF-WAY
PP = POWER POLE
DI = DROP INLET
LP = LIGHT POLE
MH = MANHOLE
TPED = TELEPHONE PEDESTAL
BC = BACK OF CURB
WV = WATER VALVE
WM = WATER METER
BW = BLOCK WALL
EW = EDGE OF WATER
UCT = UNDERGROUND CABLE TELEVISION
UE = UNDERGROUND ELECTRIC
EIP = EXISTING IRON PIPE
ECM = EXISTING CONCRETE MONUMENT
EM = ELECTRIC METER
GYE = GYE WIRE
NPS = NO POINT SET
- BIN - = NEW BULKHEAD
BH - = EXISTING BULKHEAD
® = FLOATING DOCK
® = BOARDWALK
0 = WATER DEPTH AT LOW TIDE (04/28/06)
NHW = NORMAL HIGH WATER
JB = JUNCTION BOX
RD = ROOF DRAIN
0 0 0 0 = PERVIOUS PAVEMENT
SHEET #C3 OF 5
PROJECT 9: PM2451-002
DFS I GN F I I F tt: PM9451+01019 PINNeF I G a T 1 6 M T Ir 0rnru nc.,
STORMWATER DATA
TRACT AREA = 46,017.59 SF +/-
PRE-EXISTING IMPERVIOUS = 14,915 SF
PRE-EXISTING % IMPERVIOUS = 32.41%
AREA WITHIN 75' AEC = 24,140 SF
PRE -DEVELOPED IMPERVIOUS AREA WITHIN 75' AEC = 7,284 SF
% IMPERVIOUS - 31.2%
POST -DEVELOPMENT IMPERVIOUS AREA WITHIN 75' AEC - 6,850 SF
% IMPERVIOUS = 28.4%
PROPOSED IMPERVIOUS
BUILDING 10,146 SF (INCLUDES COVERED SIDEWALK k ELEVATOR)
PARKING 1,239 SF
PERVIOUS DRIVE = 1,476 SF (40% OF 3,689.94 SF)
POOL BUILDING 245 SF
POOL APRON = 870 SF
DUMPSTER PAD = 116 SF
FUTURE MISC = 823 SF
TOTAL - 14,915 SF
y
It
u '
DOCK
�... NORMAL HIGH WATER i �•' , ./
.12
SO' SETBACK
V
2' FfMCFAWN (TvP)
a OJOr
n
OOOU00 O� OO
f.'U .0 � b'Jry O�ODU° i°. OL"J O O.�°U O�..O J`'L�°C!'OL'.r •- R'O'° G.O C�..O`b,c c
b- o 0 0 0 0 1•u a o o:,� ,o_c ui oa,.'°oa° 00 0 o°ct o r -
c rU�b°U�O:00 O O OOJ O bOt'.O:G�4`GO'9C0 J°JO6Y�OO�U° O ICCOC_ 7JLA f^O f0 qC.
T�� ELL &D TR�MMG AO r
TEMPORARY STOR INLET
�• • SEDIMENT TRAPf(tYP)
' •, MARK BAKEV2
RD I De750 BG�n
EGM
EXISTING FENCEMC/ 5
DB 11108JJi+0 102
NOTES:
1.ORIGINAL DESIGN DRAWINGS SIGNED. SEALED AND
DATED 12/6/06 BY J. STEPHEN JANOWSKI AND CADD
FILES PREPARED BY:
B Baldwin ana AssoclATEs
ENGINEE�G�1G SURVEYING UA I
1015 CONFERENCE DRIVE
A GRE NVILLE NC, 27858
(252 756-1390
2.FOLLOWING ITEMS REVISED OR ADDED BY STROUD
ENGINEERING. PA: BIKE RACK.MOVED WATERLINE
AND EASEMENT TO WESTERN PROPERTY LINE,
PROJECT SIGN. TREE AND BUSH REMOVAL. DELETED
GAZEBO AND MOVED POOL HOUSE TO GAZEBO LOCATION.
POOL FENCE. UPDATED SITE DATA. SIDEWALK TO
NC 58, FIRE PROTECTION NOTES. MARINA STANDPIPE.
SITE LIGHTING, MODIFIED 30'BUFFER AND 75'AEC.
3.NO CHANGES MADE TO THE APPROVED BMP(S) OR ANY
DETAILS ASSOCIATED WITH DESIGN.
40 20 0 40
:.
MEMO
immommm
•
EXISTING FENCE
essi
SL s
�i :ZGA7n I a• �
1
Wv
A-"
I�I■
THE PINNACLE
w�
GO•
CAROLINA
CLIENT: J & B EAST PROPERTIES, LLC
Ln
C/O MAX BARBOUR
RDC/GYT
ADDRESS: PO BOX 97397
DRAWN:
RALEIGH, NC 27624
RDC/GYT
PHONE: [phone]
i■
RDC/GYT
y STROUD ENGINEERING, P.A.
APPROVED:
107B COMMERCE STREET
GYT
•
LL
DATE:
[phone] LICENSE No. C-0647
4/18/17
iSTORM
i�
■
1"= 40'
)){[C
t
4���f
ORARY
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a
REVISIONS:
DISTURBED AREA = 1.030 ACRES
EROSION & STORM WATER MANAGEMENT PLAN
THE PINNACLE
ATLANTIC BEACH, CARTERET COUNTY NORTH
CAROLINA
CLIENT: J & B EAST PROPERTIES, LLC
DESIGNED:
C/O MAX BARBOUR
RDC/GYT
ADDRESS: PO BOX 97397
DRAWN:
RALEIGH, NC 27624
RDC/GYT
PHONE: [phone]
CHECKED:
RDC/GYT
y STROUD ENGINEERING, P.A.
APPROVED:
107B COMMERCE STREET
GYT
GREENVILLE, N.C. 27858
DATE:
[phone] LICENSE No. C-0647
4/18/17
SCALE:
1"= 40'

SITE DATA
�< LEGEND
TOTAL TRACT SRE r 1.279 ACRES (C15)
- - - -
- --- - - - - - - - - -
- / - - - - - - - -1317
PIN - 638513139655000
CUR = CENTERLINE OF ROAD
TB = TOP OF BANK
NUMBER OF CONDOMINIUMS- 12
R/W - RIGHT-OF-WAY
DOWER POLE
/
DENSITY = 9.38 UNITS/AC
.lAl. Mh MA
Mti AAS v�
�v
PARKING REQUIRED - 18
'�"`^ ^'"�
FLOATING FINGER
PARKING PROVIDED • 25+ INC SPC=26 TOTAL
01 = M^•y
WATERWAd`{NOF CGawwsn.wEt+D-�,
M�.
DDCK
ZONING DISTRICT - RS
W�tw 1I". A4 x HWH
x `W' x x,r, x�
'DOCK
UCT = UNDERGROUND CABLE TELEVISION
x iHOR�'1. a y.
x
NORMAL HIGH WATER
I
MA '"
4Y-
LANDWARD
cEXTENT OF
DAtiTAL wEn,w9s
.+:.: 2:"'L /
�90
OPEN SPACE REQUIREMENTS 200 SF PER UNIT
�..�.� ,�, � Gf
L
OPEN SPACE REQUIRED 2400 SF
'M'.T`0,y
BECKY HOUSE
® = FLOATING DOCK
OPEN SPACE PROVIDED 7550 SF SHOWN
�4'f
'`-"� JW'�cp
DS 798, PG 688
/ /
OOf
NHW = NORMAL HIGH WATER
PERVIOUS PAVEMENT
DEVEL>SkitNT AREA IS ENTIRE PARCEL 1.279 ACRES
4" PIPE 4" PIPE
MA
Js'i
S 15'9" W366
1114TOT.)� s' SETBACK
lf•P #C= ro a .1Amm • J II
39.12 28.61
9 298.57
&
MA +
x J ,¢�,� ' •' • :. 4 '• 10' WATERLINE EXPOWER POLE
rr + I 9 g N 6939'2 W EASEUETRACT 2 REANOocA� BE
4p SWIMMING FOOL =i 3 x ' `•/
Fo x32 'O�`k 0.126 ACRE
.t.A.l .lA..l x J�� I •''�T •�. ':'4 w / .,'..:..:.•1?�'' UMN � x � AM ` • : �::. .. , ... I ❑ ria4L.'.:,,::::.. b I MARK BAKER
_ D oy
-
Ek. FLOATNC DDGK NPS .73';9' - •- •- •- •- •- - •- •-iB7.56� I /
hN` h.l.l Mwx x N 15'51'41 E�8 0
ECM N 1548'08" E 139.65' ECM m
_ EXISTING FENCE
off x x xMA y DWNG FENCE
T x DB BCtioJ{�G 02
GENERAL NOTES
1. CITY'S RESPONSIBILITY FOR WATER LINES ENDS AT THE WATER METER.
2. ALL UTILITIES WILL BE UNDERGROUND.
3. WATER AND SEWER SERVICES TO BE SCHEDULE 40 PVC.
4. NCDOT DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT IS REQUIRED.
5. GAS/Vn TTY EASEMENTS IS 10' IN WIDTH AND IS CENTERED OVER GAS LINES AS INSTALLED.
6. TRASH COLLECTION TO BE PROVIDED BY A PRIVATE SERVICE.
7. NO LARGE TREES TO BE PLANTED IN THE SANITARY SEWER OR WATERLINE EASEMENTS.
8. ALL ELEVATIONS ARE RELATIVE TO NATIONAL VERTICAL GEODETIC DATUM. ,
9. STORM WATER MANAGEMENT PLAN IS REQUIRED.
10. EROSION CONTROL PLAN IS REQUIRED.
11. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY. REF: FIRM 3720638500J, DATED: JULY 16, 2003. ELEV. =8 (NGVD
1988), ELEV-9.04 (NGVD 1929)
12. A MAJOR CAMA PERMIT WILL BE REQUIRED.
13. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL BE APPROVED BY ATLANTIC BEACH PRIOR TO
CONSTRUCTION OF ANY WATER OR SEWER MAINS.
14. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6" OF
SUBGRADE WHICH SHALL BE COMPACTED TO 100 MAXIMUM DRY DENSITY IN ACCORDANCE WITH AASHTO-T99.
15. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520 OF THE NCDOT STANDARD
SPECIFICATIONS DATED 1990.
16. BITUMINOUS CONCRETE SURFACE SHALL BE TYPE 1-2 CONFORMING TO SECTION 645 OF THE NCDOT
STANDARD SPECIFICATIONS.
17. CONCRETE SIDEWALKS SHALL BE IN ACCORDANCE WITH SECTION 848 OF THE NCDOT STANDARD
SPECIFICATIONS.
18. GRADING SHALL BE IN ACCORDANCE WITH SECTION 226 "ROADWAY EXCAVATION' OF THE NCDOT STANDARD
SPECIFICATIONS DATED JANUARY 1, 1990.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES AND SHALL
NOTIFY NC ONE CALL (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN
ORDER THAT EXISTING UTILITIES IN THE AREA. MAY BE FLAGGED OR STAKED.
20. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR THE CONSTRUCTION OF THE
ROADWAY, DRAINAGE, WATER UTILITIES AND SEEDING FOR A PERIOD OF ONE YEAR FROM THE DATE OF
ACCEPTANCE AND FINAL PAYMENT FROM THE OWNER.
21. PARKING LOT TO BE STRIPED IN ACCORDANCE WITH THIS PLAN.
22. THE NORMAL HIGH WATER LINE WAS DETERMINED BY THE DIVISION OF COASTAL MANAGEMENT.
SHEET #C2 OF 5
PROJECT #: PM2451-002
DESIGN FILE #: PM2451-002 PINNACLE ATLANTIC BEACH.OGN
NOTES:
1.ORIGINAL DESIGN DRAWINGS SIGNED, SEALED AND
DATED 12/6/06 BY J. STEPHEN JANOWSKI AND CADD
FILES PREPARED BY:
B Baldwin and ASSOCIATES
ENGINEERING IAS ND SURVEYING
ING
1 UA 1015 CONFERENCE DRIVE
A (252 N LL 9027858
2.FOLLOWING ITEMS REVISED OR ADDED BY STROUD
ENGINEERING. PA: BIKE RACK.MOVED WATERLINE
AND EASEMENT TO WESTERN PROPERTY LINE,
PROJECT SIGN. TREE AND BUSH REMOVAL. DELETED
GAZEBO AND MOVED POOL HOUSE TO GAZEBO LOCATION.
POOL FENCE, UPDATED SITE DATA. SIDEWALK TO
NC 58, FIRE PROTECTION NOTES, MARINA STANDPIPE.
SITE LIGHTING. MODIFIED 30'BUFFER AND 75'AEC.
3.NO CHANGES MADE TO THE APPROVED BMP(S) OR ANY
DETAILS ASSOCIATED WITH DESIGN.
1 20 t 40 :/
1
�< LEGEND
- - - - -
- - - -
- --- - - - - - - - - -
- / - - - - - - - -1317
CUR = CENTERLINE OF ROAD
TB = TOP OF BANK
3MARINA
R/W - RIGHT-OF-WAY
DOWER POLE
/
DROP INLET
LP = LIGHT POLE
MH = MANHOLE
TPED = TELEPHONE PEDESTAL
�PIER
FLOATING FINGER
WV = WATER VALVE
WM = WATER METER
BW = BLOCK WALL
EW = EDGE OF WATER
UCT = UNDERGROUND CABLE TELEVISION
W1 GANGWAY
0 EIP = EXISTING IRON PIPE
"pC ECM = EXISTING CONCRETE MONUMENT
I
EM = ELECTRIC METER
GYE = GYE WIRE
}O D_
NPS = NO POINT SET
L
Q mD
-BH- = EXISTING BULKHEAD
® = FLOATING DOCK
= BOARDWALK
() = WATER DEPTH AT LOW TIDE (04/28/06)
OOf
NHW = NORMAL HIGH WATER
PERVIOUS PAVEMENT
-
-
lf•P #C= ro a .1Amm • J II
&
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SEPTIC AREA
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ilih
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i.
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_
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rr + I 9 g N 6939'2 W EASEUETRACT 2 REANOocA� BE
4p SWIMMING FOOL =i 3 x ' `•/
Fo x32 'O�`k 0.126 ACRE
.t.A.l .lA..l x J�� I •''�T •�. ':'4 w / .,'..:..:.•1?�'' UMN � x � AM ` • : �::. .. , ... I ❑ ria4L.'.:,,::::.. b I MARK BAKER
_ D oy
-
Ek. FLOATNC DDGK NPS .73';9' - •- •- •- •- •- - •- •-iB7.56� I /
hN` h.l.l Mwx x N 15'51'41 E�8 0
ECM N 1548'08" E 139.65' ECM m
_ EXISTING FENCE
off x x xMA y DWNG FENCE
T x DB BCtioJ{�G 02
GENERAL NOTES
1. CITY'S RESPONSIBILITY FOR WATER LINES ENDS AT THE WATER METER.
2. ALL UTILITIES WILL BE UNDERGROUND.
3. WATER AND SEWER SERVICES TO BE SCHEDULE 40 PVC.
4. NCDOT DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT IS REQUIRED.
5. GAS/Vn TTY EASEMENTS IS 10' IN WIDTH AND IS CENTERED OVER GAS LINES AS INSTALLED.
6. TRASH COLLECTION TO BE PROVIDED BY A PRIVATE SERVICE.
7. NO LARGE TREES TO BE PLANTED IN THE SANITARY SEWER OR WATERLINE EASEMENTS.
8. ALL ELEVATIONS ARE RELATIVE TO NATIONAL VERTICAL GEODETIC DATUM. ,
9. STORM WATER MANAGEMENT PLAN IS REQUIRED.
10. EROSION CONTROL PLAN IS REQUIRED.
11. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY. REF: FIRM 3720638500J, DATED: JULY 16, 2003. ELEV. =8 (NGVD
1988), ELEV-9.04 (NGVD 1929)
12. A MAJOR CAMA PERMIT WILL BE REQUIRED.
13. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL BE APPROVED BY ATLANTIC BEACH PRIOR TO
CONSTRUCTION OF ANY WATER OR SEWER MAINS.
14. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6" OF
SUBGRADE WHICH SHALL BE COMPACTED TO 100 MAXIMUM DRY DENSITY IN ACCORDANCE WITH AASHTO-T99.
15. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520 OF THE NCDOT STANDARD
SPECIFICATIONS DATED 1990.
16. BITUMINOUS CONCRETE SURFACE SHALL BE TYPE 1-2 CONFORMING TO SECTION 645 OF THE NCDOT
STANDARD SPECIFICATIONS.
17. CONCRETE SIDEWALKS SHALL BE IN ACCORDANCE WITH SECTION 848 OF THE NCDOT STANDARD
SPECIFICATIONS.
18. GRADING SHALL BE IN ACCORDANCE WITH SECTION 226 "ROADWAY EXCAVATION' OF THE NCDOT STANDARD
SPECIFICATIONS DATED JANUARY 1, 1990.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES AND SHALL
NOTIFY NC ONE CALL (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN
ORDER THAT EXISTING UTILITIES IN THE AREA. MAY BE FLAGGED OR STAKED.
20. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR THE CONSTRUCTION OF THE
ROADWAY, DRAINAGE, WATER UTILITIES AND SEEDING FOR A PERIOD OF ONE YEAR FROM THE DATE OF
ACCEPTANCE AND FINAL PAYMENT FROM THE OWNER.
21. PARKING LOT TO BE STRIPED IN ACCORDANCE WITH THIS PLAN.
22. THE NORMAL HIGH WATER LINE WAS DETERMINED BY THE DIVISION OF COASTAL MANAGEMENT.
SHEET #C2 OF 5
PROJECT #: PM2451-002
DESIGN FILE #: PM2451-002 PINNACLE ATLANTIC BEACH.OGN
NOTES:
1.ORIGINAL DESIGN DRAWINGS SIGNED, SEALED AND
DATED 12/6/06 BY J. STEPHEN JANOWSKI AND CADD
FILES PREPARED BY:
B Baldwin and ASSOCIATES
ENGINEERING IAS ND SURVEYING
ING
1 UA 1015 CONFERENCE DRIVE
A (252 N LL 9027858
2.FOLLOWING ITEMS REVISED OR ADDED BY STROUD
ENGINEERING. PA: BIKE RACK.MOVED WATERLINE
AND EASEMENT TO WESTERN PROPERTY LINE,
PROJECT SIGN. TREE AND BUSH REMOVAL. DELETED
GAZEBO AND MOVED POOL HOUSE TO GAZEBO LOCATION.
POOL FENCE, UPDATED SITE DATA. SIDEWALK TO
NC 58, FIRE PROTECTION NOTES, MARINA STANDPIPE.
SITE LIGHTING. MODIFIED 30'BUFFER AND 75'AEC.
3.NO CHANGES MADE TO THE APPROVED BMP(S) OR ANY
DETAILS ASSOCIATED WITH DESIGN.
1 20 t 40 :/
1
2D' APNOT✓I pipUIB too �
5'
REVISIONS:
Na I By I DATE I DESOWID9
a,,,
CA
gttt�t,
,�.�OP�N•A;?o AA��i-� SITE PLAN
��ESS 0 •
?Q.z. �9; THE PINNACLE
i SEAL
35970 ATLANTIC BEACH, CARTERET COUNTY NORTH CAROLINA
CLIENT: J & B EAST PROPERTIES. LLC DESIGNED:
UL C/O MAX BARBOUR RDC/GYT
`a ADDRESS: PO BOX 97397 DRAWN:
�i�� •••• .• ��,�,� RALEIGH. NC 27624 RDC/GYT
PHONE: [phone] H KED:
lt, LZ E i d 111N RDC/GYT
't
S STROUD ENGINEERING, P.A. APPROVED: OVED:
`f
107B COMMERCE STREET
GREENVILLE, N.C. 27858 DATE:
[phone] LICENSE NO. C-0647 4/18/17
SCALE:
1 = 40'
�< LEGEND
CLD = CENTERLINE OF DITCH
SW = SIDEWALK
CUR = CENTERLINE OF ROAD
TB = TOP OF BANK
R/W - RIGHT-OF-WAY
DOWER POLE
/
DROP INLET
LP = LIGHT POLE
MH = MANHOLE
TPED = TELEPHONE PEDESTAL
BC = BACK OF CURB
WV = WATER VALVE
WM = WATER METER
BW = BLOCK WALL
EW = EDGE OF WATER
UCT = UNDERGROUND CABLE TELEVISION
UE = UNDERGROUND ELECTRIC
0 EIP = EXISTING IRON PIPE
"pC ECM = EXISTING CONCRETE MONUMENT
DO Of
EM = ELECTRIC METER
GYE = GYE WIRE
}O D_
NPS = NO POINT SET
L
Q mD
-BH- = EXISTING BULKHEAD
® = FLOATING DOCK
= BOARDWALK
() = WATER DEPTH AT LOW TIDE (04/28/06)
OOf
NHW = NORMAL HIGH WATER
PERVIOUS PAVEMENT
lf•P #C= ro a .1Amm • J II
2D' APNOT✓I pipUIB too �
5'
REVISIONS:
Na I By I DATE I DESOWID9
a,,,
CA
gttt�t,
,�.�OP�N•A;?o AA��i-� SITE PLAN
��ESS 0 •
?Q.z. �9; THE PINNACLE
i SEAL
35970 ATLANTIC BEACH, CARTERET COUNTY NORTH CAROLINA
CLIENT: J & B EAST PROPERTIES. LLC DESIGNED:
UL C/O MAX BARBOUR RDC/GYT
`a ADDRESS: PO BOX 97397 DRAWN:
�i�� •••• .• ��,�,� RALEIGH. NC 27624 RDC/GYT
PHONE: [phone] H KED:
lt, LZ E i d 111N RDC/GYT
't
S STROUD ENGINEERING, P.A. APPROVED: OVED:
`f
107B COMMERCE STREET
GREENVILLE, N.C. 27858 DATE:
[phone] LICENSE NO. C-0647 4/18/17
SCALE:
1 = 40'

x ROGUE SOUND
=i
i
' N / AAA, ti Mti ! 6�° NCGS EMENT
MOEY
i F ISLAND BAY-_-�,-�o 1929 !
)
o M
c Aar (a1 •(a':� •�0i.� .I,IA. AICA, .�.��` A.A�I ! II
SITE .(u„ AM ysl MA, - AM AM llti yEIP
g W
.E4d i II
E MI TRYON _z FORE ANOOoN g � M'l MA. M/. l..A.l AM � I I � �I I I
AM
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�LLof-- I"ii AJI.I I
GLENN CLUB COLONY u AM .11A, hAA.
WATERW I
x y�. XiENi OF COASTAL WETIANOS�'�'� .LM x .T�
5 _
:NE� x .W. �a DOCK DOCK
x xy,
W ON' xNOBMT� N x x 13 xxr, NORMAL HIGH WATER 3 17 ec� I
AM .Ml. x x x
LANDWARD EXIENT OFA : , .:'.. r. ,e x re ,aa/ s, l • I I 5 YL 'Fart I
O,I x COASTAL V re "944f' '/ 1 I.'n0 I �j1' 1
ATLANTIC OCEAN12�ti6h I = i
BECKY HCASE
MIS,' y, GO I I I OB 798, PpG 688
/
VICINITY MAP I E%15T.SHED OGT;
.� �.• �" 5 x 4" PI " 4- PIPE / S 15'59'19" w 366.3 7) N'°1Ectie ASA Ro / ° I
Ir 'T0 E%IST. 6" EXIST. 8"B' j CT! j
�_ \ 26.61 4e \ AMAX, OF 0.7' TREE TRE EE
ZIP
° e Y98:57
-iJ (69) 'Oi'I ".�l.',L 1137 SLATION p/P daF TPED1 IST. 5".., °T SIXHIauB ED ECM' W
AM i•iISP�Ie1•Ip.•�`J .(. 2.ao0. •°. 1 TRE IXiREE6" K / I
Z_ • '' Zy ytTPED.41
E%ISONG SEA WALL_ - '^ I \ " `a'G�I a� 4'1 I Tat I
A.hl AJIA. — A LP L Gµ mN �m^K` mi•' S
PREVIOUSLY EXISTING (. �`-� \,• LE%—
OEM
�AND PERMITTED DOCK _' e�T/z' � oAND SLIP.DAMAGED c^•ie41 ^' z� E AND NOTREPAREO -� oro '•ii.•J..I A�,I I ,� I �-°I l, QAx .lA�l Ap MARINA h i IE' IPI 11pi y Go of
SOP '(u) I\ D '^ � I Lo
M MA_yep s AEc i i�l ?, a( b'.L M/` M,L u/yI MNPS (r. .L•f c?APUMP°OU •�S.°aAM \TYPEDPEDfa EMoUa)'°yN ^Io'-°Im o o >N o --SA ITPED TPED T5" PALM EXISTING In R -��Q y Dy irP UEBOAT LIFT-AZI���CJU ,, �PILE `lRMG�OoI vx EXISTING GIRT/CRUSHED SNE1L pfiNE 3 (nEXISTING191`11om I,y4� BOAT LIFT �•a ' PINE � \4 3 i l I.2" PALM
BOAT LI� • 1EXIP NE EXIPINEN, T.O roTPED I �;I1I ° M 1=
EXiSTwG EXiSTiHO \ }. UE
�' x A✓`� ° E%IST�NGo ' - MOBILES FSOME M091tE HOME EJ56E�G I
BOAT•L{q( `1 L-(Iq)I \ . ° MOBI�HOME EIIMCMt: •i-l°i o '�xry o M . EXIST. 2" U I i
JAdi, ��`yyy...,,, TREE UCT EII -I
1- u °TPED TPER ply,. ��l1pCT
EXISTING r° 1 x -J . E TREE2' �dF SHRU86' CTI �- f
i UCT
BOAT LIFT 1 l x .s , 4" UC i
1 J IST i /u CM 3'RTOWEE ' ROW N 15'06 10 E 140.11 }. EXIBTECM
'vl •fix] " ' 41`,` ,� N 69'41'20' W / TREE
_ a TREE 3a3B' TRACT 2
Amy z o
LEGEND z '�o x� T�Ygp oM / _ -3RDWE o W 3.TRACT
0.126 ACRE /
xo� } , 1 SlORY'NNYL
CLD = CENTERLINE OF DITCH •\E�xS"NG R
EXISP.N^ t SID�O HOUSE tid
Mti •('x? 'y0 AM HGME GARAGE MARK BAKE o WL T ',.
SW = SIDEWALK 1° o \ MOBRE IHUME DBS P.CrBy !2 o
CIL =CENTERLINE OF ROAD Ask t' �° z.79 I M091LE HOME
EY. FLOhTING DOCK {IPG 7.73' I °s, ENCROACHES ON,Tgo i
TB =TOP OF BANK2 A✓�x M 56 ECM NJ AH VSOFROtU TM N 5'48'06" E 139.65'
R/W = RIGHT-OF-WAY x� — `5'51'41" E 2ze oe (TOT) ECM
PP POWER POLE
DI = DROP INLET AAti3 N?GNBOR NPROPR
LP = LIGHT POLE .uy /Wy }, — — `—MH HOLE
REVISIONS:
TPED---�TtEELEPHONE PEDESTAL Wl) x "�I / oC B CJJ, LLPG C REV 1 S I ONS:
BC = BACK OF CURB ft I BY I DATE I GESMPTKAV
WV =WATER VALVE i"N -
u1
WM = WATER METER
BW = BLOCK WALL
EW = EDGE OF WATER
UCT = UNDERGROUND CABLE TELEVISION en
UE = UNDERGROUND ELECTRIC
EIP = EXISTING IRON PIPE
ECM = EXISTING CONCRETE MONUMENT
EM = ELECTRIC METER
GYE = GYE WIRE NOTES
NPS = NO POINT SET
1. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD
HAZARDOUS AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY. ELEV.=7.04-8.04
SHEET INDEX (NGVD 1929) ZONE AE, REFERENCE: FIRM 37206385DDJ,
DATED JULY 16. 2003.
iHEET t OF 5 - EXISTING SITE FACILITIES PLAN 2. THE NORMAL HIGH WATER LINE WAS DETERMINED BY
iHEET 2 OF 5 - SITE PLAN THE DMSION OF COASTAL MANAGEMENT.
iHEET 3 OF 5 - EROSION do STORM WATER MANAGEMENT PLAN 3. MOBILE HOMES AND STRUCTURES HAVE BEEN
REMOVED.
iHEET 4 OF 5 - DETAILS
iHEET 5 OF 5 - DOMESTIC & FIRE LINE PLAN
1
PREVIOUSLY EXISTING UPLAND DEVELOPMENT &
°`emsO` H/Cq� r��� CURRENT MARINA PLAN
a ° THE PINNACLE
° eaa eee•e O< ,gyp
ATLANTIC BEACH, CARTERET COUNTY NORTH CAROLINA
SEAL `: CLIENT: J & B EAST PROPERTIES. LLC DESI
RDC RDC/C/O MAX BARBOUR
36970 ADDRESS: PO BOX 97397 DRAWN:
• RALEIGH. NC 27624 RDC/GYT
�0 PHONE: [phone] CHECKED:
• .. , RDC/GYT
A STROUD ENGINEERING,P.A. APPROVED:
40 20 0 40 80 �f1//11 1/<<° 1078 COMMERCE STREET GYT
�IlL G 52) 756-93 N.C. 27858 DATE:
SHEET ttCt OF 5 I (2521 758 9352 LICENSE N0. C-0647 4/18/17
PROJECT PM2451-002 SCALE: 1 "= 40' SCALE:
DESIGN FILE #,.PM2451-002 PINNACLE ATLANTIC BEACH.DGN
4"- An'

0
W
a
z
0
z
Y
BLVD
w
a
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z
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0
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U
EAST FORT
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BOGUE BLVD EAST
TERMINAL BLVD E.
0
m
8
BOGUE BLVD. EAST
TERMINAL BLVD.
w
a
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��a,• 1��� 'ice � 1
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A` � %�j i
THE PINNACLE
ATLANTIC BEACH. CARTERET COUNTY NORTH CAROLINA
CLIENT: J &B EAST PROPERTIES. LLC DESIGNED:
C/O MAX BARBOUR RDC/GYT
ADDRESS: PO BOX 97397 DRAWN:
RALEIGH. NC 27624 RDC/GYT
PHONE: [phone] CHECKED:
RDC/GYT
3 STROUD ENGINEERING. P.A. APPROVED:
T 107B COMMERCE STREET GYT
GREENVILLE, N.C. 27858 DATE:
[phone] LICENSE NO. C-0647 4/18/17
SCALE: